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本帖最后由 Ｓ' 于 2010-3-17 22:38 编辑 2 h5 g8 i' b5 l6 X3 o( d$ `% s
0 i$ w2 P9 k' C& G1 Q+ c- B分享，攒RP考试用
% V9 D: r L ]+ o, c5 I不知道大家需要否，一层层贴吧:loveliness:
# o J) p6 \) ?) s: }————————————————————
, P9 {- q" Y$ p' d w! P% }2 P常用的建筑词汇( ^! ]+ B) X$ S a" O+ t5 O* f" [5 {% X
- y5 @- k$ |" @& X+ Q0 _1 kA ! F% b8 K# r1 D- G5 n e4 B4 [
acceptable quality 合格质量
6 ]- ] P/ d; N8 ~acceptance lot 验收批量
, a7 y; s) n+ _$ w3 x4 A8 W& P6 r0 @aciera 钢材
: O- W0 g t7 Z7 T2 J0 L$ ladmixture 外加剂9 H* M( c& H% @! @
against slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数
! ~- b$ n1 z# g Q0 H/ C/ Laggregate 骨料8 A6 S. D: Q7 h! W: K
air content 含气量
+ b$ k9 j$ l" G: Y7 dair-dried timber 气干材
$ a( S4 |7 Q% fallowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比9 j- P; W' Q( v; s1 ` Z4 \' |
allowable slenderness ratio of steel member 钢构件容许长细比/ E" N3 K+ |# E' m
allowable slenderness ratio of timber compression member 受压木构件容许长细比; f; G/ _) p+ S
allowable stress range of fatigue 疲劳容许应力幅
8 r! b* f2 d+ t7 Y( z7 Vallowable ultimate tensile strain of reinforcement 钢筋拉应变限值 w- @7 ]* G. x( ]% E
allowable value of crack width 裂缝宽度容许值
/ m# t& w; |* T9 W+ xallowable value of deflection of structural member 构件挠度容许值
$ J! R k, @# e( l' c8 ~allowable value of deflection of timber bending member 受弯木构件挠度容许值9 @) G$ ?( R, e+ J# h) H% y
allowable value of deformation of steel member 钢构件变形容许值- G4 G) u$ {9 R! J0 s2 l& o/ O7 \: F
allowable value of deformation of structural member 构件变形容许值
- T ?/ ~- F2 m8 Vallowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值
! s! P8 _, e9 x, _# v& Y0 Uamplified coefficient of eccentricity 偏心距增大系数
3 y7 H- L, V" ]0 _3 fanchorage 锚具
* Z9 H% O1 n7 @+ lanchorage length of steel bar 钢筋锚固长度- r _1 U9 k& ]& X
approval analysis during construction stage 施工阶段验算" C* E! m! P3 X* Z# X- E0 l
arch 拱+ T' a% M0 t; s/ P h: V$ e0 d
arch with tie rod 拉捍拱% r% {7 L% ^' d/ P% Y9 l$ h2 i
arch—shaped roof truss 拱形屋架
# d1 R* U# p" A% iarea of shear plane 剪面面积
- l! g* G7 W. V+ J# f; T* w- garea of transformed section 换算截面面积
2 K% O1 m1 D: `6 c( i, H4 H/ d# y* \aseismic design 建筑抗震设计
, i$ x+ ?" `, J! V6 Z1 r) Uassembled monolithic concrete structure 装配整体式混凝土结构" y y# k( Z$ g8 J8 O/ C7 R
automatic welding 自动焊接& s$ w2 T# p) d
auxiliary steel bar 架立钢筋
* b4 v, q% t/ T3 w$ I; EB
$ p0 F4 z) |; Q8 M/ ybackfilling plate 垫板0 b9 R2 ?0 W/ e; @0 ]' x+ f: G
balanced depth of compression zone 界限受压区高度& r/ A( X9 ]: X4 K, b7 s
balanced eccentricity 界限偏心距
( e$ W) e( f" ?/ ebar splice 钢筋接头
% @) k$ T" C, I# qbark pocket 夹皮' b) `8 k ~9 I
batten plate 缀板" e2 i4 p3 e V+ Q
beam 次梁4 B$ A' k1 q$ h2 }* F# J6 }& _: M
bearing plane of notch 齿承压面(67), ?% h& L* |- j4 F' N k, l
bearing plate 支承板(52)- u/ [: S- O9 t
bearing stiffener 支承加劲肋(52)
$ d2 p( w% F% M% |bent-up steel bar 弯起钢筋(35)
/ T# F/ {$ t+ l/ k4 Iblock 砌块(43)4 ] n# x: u* V& Z/ O8 _
block masonry 砌块砌体(44)/ ]# i; u2 K5 d7 ~/ P: @) L3 I
block masonry structure 砌块砌体结构(41)
9 ]: w' z: Z+ K- R) Vblow hole 气孔(62)7 G) `/ K( {4 \' o8 D
board 板材(65)
/ p; a( X m4 E, ]% Ubolt 螺栓(54)
3 \8 ]2 j9 f* }" N. {& @* ~5 mbolted connection (钢结构)螺栓连接(59)9 p e! A$ I+ u2 o) f* j
bolted joint (木结构)螺栓连接(69)
- m2 U+ d W- m& g, l, H* ]bolted steel structure 螺栓连接钢结构(50)/ W( D7 p" x G- n0 v
bonded prestressed concrete structure 有粘结预应力混凝土结构(24)
0 H' S' N" P7 S5 ~3 ^bow 顺弯(71)
1 x4 |& k; w$ }! P$ D# qbrake member 制动构件(7): C) T) I* T' g" S
breadth of wall between windows 窗间墙宽度(46)
, P' x0 |2 y. Z3 F) x9 Tbrick masonry 砖砌体(44)
6 c7 O# ]& F+ Y" g7 e$ Hbrick masonry column 砖砌体柱(42)
5 P2 m8 }/ D }7 mbrick masonry structure 砖砌体结构(41)! z! | d2 }' ~0 B
brick masonry wall 砖砌体墙(42)3 Y2 k0 N" g7 u4 d1 p0 K
broad—leaved wood 阔叶树材(65)# n5 h+ m: j2 G. ]
building structural materials 建筑结构材料(17)) e+ f1 s" L' l
building structural unit 建筑结构单元(
0 \( |" c/ z8 x+ v% o5 b7 rbuilding structure 建筑结构(2
2 T1 w- y3 O) p. y) ubuilt—up steel column 格构式钢柱(51' h! _, u( I: C) ~4 o5 K% D
bundled tube structure 成束筒结构(3
E7 m1 p. t$ |burn—through 烧穿(62& J4 @- S# r9 }, S1 }2 O; s1 v/ \0 ]. b
butt connection 对接(59
3 l- z# r- v# W2 jbutt joint 对接(70) j: m+ b* ~7 G) S9 p1 _0 K! @
butt weld 对接焊缝(60)' U9 _. t- _9 R0 I
C
4 i! s0 p' j+ u' lcalculating area of compression member 受压构件计算面积(67)
% y5 W2 N6 J0 D0 {. p, pcalculating overturning point 计算倾覆点(46)
* i1 \ s7 G$ ]1 [, \calculation of load-carrying capacity of member 构件承载能力计算(10)
( W* F+ t7 p% _' ocamber of structural member 结构构件起拱(22): x5 E N& ~" q
cantilever beam 挑梁(42)
) G' v! \6 \! O' H4 icap of reinforced concrete column 钢筋混凝土柱帽(27)
: \3 J& W2 v/ c* H8 F* Vcarbonation of concrete 混凝土碳化(30)! b8 p- y1 P0 Z ]
cast-in—situ concrete slab column structure 现浇板柱结构
) F \8 ]% }# gcast-in—situ concrete structure 现浇混凝土结构(25)8 _! q/ ]; ]0 ~# J" z" N0 S* p" l
cavitation 孔洞(39)
% l& H1 C3 j: C/ g2 D- I2 mcavity wall 空斗墙(42)
2 g% n) H3 F. O4 O. m( W5 F1 Hcement 水泥(27)$ [1 z9 C. G4 @. c( W
cement content 水泥含量(38)
$ m p4 [2 `2 B! M. i5 dcement mortar 水泥砂浆(43)8 d1 E* j7 N$ F. d9 Y+ X0 l' e% u, j
characteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14)* z) f2 J8 t% p0 M
characteristi cvalue o fwindload 风荷载标准值(16)
, a$ |$ S! k$ r8 z3 Dcharacteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30)
% f* H; K/ X7 N4 `1 e( `characteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)
* w9 ~# J( F! U5 g6 b5 S G+ Tcharacteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)" _5 m" O* j- o: y6 p1 `
characteristic value of earthquake action 地震作用标准值(16)6 J* r: D' `3 J7 j( Y
characteristic value of horizontal crane load 吊车水平荷载标准值(15)$ j' c* D2 l7 J1 B+ K
characteristic value of masonry strength 砌体强度标准值(44)/ d7 \& h6 t" x" c2 l
characteristic value of permanent action· 永久作用标准值(14)
`7 Z3 @' A: K% |characteristic value of snowload 雪荷载标准值(15)9 s f0 z9 s8 {6 l7 _
characteristic value of strength of steel 钢材强度标准值(55)
4 i7 u1 _) i6 w+ T a( S- a& Icharacteristic value of strength of steel bar 钢筋强度标准值(31)
- ~9 L' U2 N0 n1 N7 F, X4 d1 P3 Zcharacteristic value of uniformly distributed live load 均布活标载标准值(14)
; I3 ~' V: @2 {" w; gcharacteristic value of variable action 可变作用标准值(14)
3 p$ o* B0 v9 b2 ] M; D# v0 Z1 Gcharacteristic value of vertical crane load 吊车竖向荷载标准值(15)/ s: \ n$ K* q% J
charaeteristic value of material strength 材料强度标准值(18). [1 x8 E! v# F9 u+ K3 `
checking section of log structural member·， 原木构件计算截面(67)( C" A2 F; J3 N8 l
chimney 烟囱(3)! q+ y3 v8 b& F5 J# {2 C4 o. G
circular double—layer suspended cable 圆形双层悬索(6)
7 M% |; Q/ X5 c5 _3 Hcircular single—layer suspended cable 圆形单层悬索(6)
+ ?0 |0 }8 \5 M6 b1 P Vcircumferential weld 环形焊缝(60). L5 u2 ]' d4 B$ _( g0 {% c
classfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9)
; h2 c r# O6 k2 vclear height 净高(21)6 C$ m. C: @4 i6 d- H$ z" E
clincher 扒钉(?0)5 f2 u- q( x8 t" a6 \
coefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) 钢压弯构件等效弯矩系数(58)
& S6 v$ L% c4 Q+ w9 i/ p3 V0 wcold bend inspection of steelbar 冷弯试验(39)* r( g z' v" [- n
cold drawn bar 冷拉钢筋(28)
+ w& |2 e" T2 Icold drawn wire 冷拉钢丝(29)+ w" A( P9 }2 @4 K) x" P
cold—formed thin—walled sectionsteel 冷弯薄壁型钢(53)9 U+ P, m" y! a+ H1 a& O
cold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50)
& q( E- Q+ m* I* z! ?% d# A7 e Zcold—rolled deformed bar 冷轧带肋钢筋(28)0 ^9 L6 _/ K# e9 Q6 y- D5 P; C
column bracing 柱间支撑(7)
$ i# l( Y0 j6 p* \combination value of live load on floor or roof 楼面、屋面活荷载组合值(15)
* \' x1 d& @* G* r) B8 jcompaction 密实度(37)
4 N1 C& D' w2 }& V' u: N' Pcompliance control 合格控制(23)! Q8 i9 s7 ?! d5 |! \/ W7 u+ ^! ^
composite brick masonry member 组合砖砌体构件(42)
' {4 e ~+ R& o) s' D+ l$ zcomposite floor system 组合楼盖(8)7 G% t. [7 k% \* Q5 l7 n
composite floor with profiled steel sheet 压型钢板楼板(8)& f0 Y7 F7 m1 b) I/ f4 R" g& u
composite mortar 混合砂浆(43)
" S+ o+ ]+ J, y/ B, |% u. V' Pcomposite roof truss 组合屋架(8)
( E* ?1 \! g( D0 L6 M4 b! \/ ?compostle member 组合构件(8)/ F! C' \! e6 m6 I: j6 m
compound stirrup 复合箍筋(36)/ S# ^$ ?, \0 ]0 W
compression member with large eccentricity· 大偏心受压构件(32), p/ H: \- f' c$ o+ g& [& {3 s* M3 [
compression member with small eccentricity· 小偏心受压构件(32)# J. p M4 g" q; k% M6 X
compressive strength at an angle with slope of grain 斜纹承压强度(66)
! @- c L2 S4 B" G2 {compressive strength perpendicular to grain 横纹承压强度(66)
' d0 S, `" R. P* O6 U# Nconcentration of plastic deformation 塑性变形集中(9)
/ E! c" y g, N Oconceptual earthquake—resistant design 建筑抗震概念设计(9)
* ^2 c0 i$ o% i* r4 @! w& M, l/ [concrete 混凝土(17)4 L4 \6 D& m3 j; C0 i
concrete column 混凝土柱(26)- {) d9 B. w) l0 |1 Z9 i3 N
concrete consistence 混凝土稠度(37)# x8 b7 S' T8 c1 w2 T
concrete floded—plate structure 混凝土折板结构(26)- k) Y, ~& |- q
concrete foundation 混凝土基础(27)
) T8 i- M9 {0 [% p3 @concrete mix ratio 混凝土配合比(38)3 ?8 Q& ?3 y9 O/ G! @0 }
concrete wall 混凝土墙(27)3 n2 L# A9 Y% ]
concrete-filled steel tubular member 钢管混凝土构件(8)
4 j1 G8 Y0 |0 T( x. ~. M, x* Yconifer 针叶树材(65)
! Y* n, M+ G/ f" q y3 s# Q# D$ lconiferous wood 针叶树材(65)5 s% F; R7 R* Y. r$ w
connecting plate 连接板(52)1 F3 _' R9 w! a& g0 {# v0 D/ r
connection 连接(21)
) L! x8 g6 k% h2 N0 r- h$ L# R" Kconnections of steel structure 钢结构连接(59), }. V# u( X* Y- b
connections of timber structure 木结构连接(68)9 J H& i& K! B5 L0 F# P3 L
consistency of mortar 砂浆稠度(48)
8 }6 ?- M/ Q6 H0 v5 y# z8 o' Yconstant cross—section column 等截面柱(7)
5 k6 K' B" c/ e5 X# ^" ]6 Bconstruction and examination concentrated load 施工和检修集中荷载(15)' v6 O3 Z# x9 [% _: O( `
continuous weld 连续焊缝(60)" M6 k2 @7 d7 M
core area of section 截面核芯面积(33)' `8 d% S; p. @7 k t" X& V, `. w
core tube supported structure 核心筒悬挂结构(3)
& t+ |# M3 B: W3 Q% k# Ecorrosion of steel bar 钢筋锈蚀(39)
- a( D4 d8 K9 J0 t, a$ o9 mcoupled wall 连肢墙(12)
, i! ^; P, L* [* J. Ccoupler 连接器(37)2 F' q$ @( c% o$ _
coupling wall—beam 连梁(12)
8 r/ n$ C/ F+ q8 e& F) j3 mcoupling wall—column... 墙肢(12)" h2 e) V3 S5 j
coursing degree of mortar 砂浆分层度(48)
! @0 j$ d& B1 I/ G! p5 l2 c! M$ vcover plate 盖板(52)/ v( e5 |- s" V3 \
covered electrode 焊条(54)8 u2 Q+ P6 ?3 v
crack 裂缝(?0)% v# z, H, F, l' G1 N3 f
crack resistance 抗裂度(31)
( _4 Q1 k( }5 Z/ K5 k: X* Ucrack width 裂缝宽度(31)
8 R; Q+ O" @1 h. S4 n+ j8 H, G, ocrane girder 吊车梁(?)
; J1 o! |4 Z& g/ R" b* t# O- Q+ Pcrane load 吊车荷载(15)
7 n3 ~2 x/ ^' k0 o' Xcreep of concrete 混凝土徐变(30)
& Z- ~0 C7 U( X7 N3 @+ b Scrook 横弯(71)
8 [7 i1 I4 A' O6 w# d# H5 xcross beam 井字梁(6)
: X" S. I' B! a: e% [( Dcup 翘弯5 `- f) J% a% t6 ^* [
curved support 弧形支座(51)- } p0 I0 t4 b3 f' [
cylindrical brick arch 砖筒拱(43)
& L5 @, k& R5 ~) T. cD 8 t* j! q1 k4 b) K
decay 腐朽(71)
0 z" P! _& g: j! B( z& g8 kdecay prevention of timber structure 木结构防腐(70)
/ X6 b# n6 b/ Mdefect in timber 木材缺陷(70)! r" h% B! n! J7 O* j3 p6 [
deformation analysis 变形验算(10)3 j. z1 S' `2 L+ Y
degree of gravity vertical for structure or structural member· 结构构件垂直度(40)* ^( \; O+ t; H1 Q2 E. X
degree of gravity vertical forwall surface 墙面垂直度(49)
/ L9 s9 }9 l; R- r$ I* D: Y6 Kdegree of plainness for structural memer 构件平整度(40)0 t$ m0 i) F9 e+ Q9 o4 O6 }. ^
degree of plainness for wall surface 墙面平整度(49)
, i6 P" p) ~7 b4 o# Tdepth of compression zone 受压区高度(32)2 h0 `( W1 E) l: n7 O3 l3 u
depth of neutral axis 中和轴高度(32)$ s' e" X& @0 [3 d
depth of notch 齿深(67)
9 K! k' [4 B0 Y' u$ odesign of building structures 建筑结构设计(8)- h, G! L* R+ u/ |
design value of earthquake-resistant strength of materials 材料抗震强度设计值(1
; L- X9 S; k3 N& Tdesign value of load—carrying capacity of members· 构件承载能力设计值(1% K+ m/ k4 V/ I; j2 I" A
designations 0f steel 钢材牌号(53
, x2 V- g! z' t6 ?8 `designvalue of material strength 材料强度设计值(1+ F% h+ [/ {! L$ M( l- E
destructive test 破损试验(40
; b" b& a0 R0 `detailing reintorcement 构造配筋(35
- E5 i6 L& E6 k* B) E! @0 U7 kdetailing requirements 构造要求(22
3 t. G! W/ T- E ~0 U/ C2 g' Ydiamonding 菱形变形(71)
9 X/ x/ U* E6 h- U8 Xdiaphragm 横隔板(52
6 h/ b3 Z4 U' S+ X! E' Bdimensional errors 尺寸偏差(39)
) u# `, A7 a% f' M7 Kdistribution factor of snow pressure 屋面积雪分布系数
, c/ L, `* S9 }dogspike 扒钉(70)
( E# O3 M* ?$ d* hdouble component concrete column 双肢柱(26)
6 I% u2 e6 z% \& r' t* E! C+ vdowelled joint 销连接(69) Z) L3 E) m$ q- j3 J
down-stayed composite beam 下撑式组合粱(8)
5 R- ^0 j. ], Yductile frame 延性框架(2)6 ]" U( H# ]4 E+ S- o
dynamic design 动态设计(8)
7 z4 U$ k& I q: y( |# i$ C$ U" GE 3 T" t& [' T9 i! {& L4 @4 I
earthquake-resistant design 抗震设计(9：( R0 M0 G5 s! M& c
earthquake-resistant detailing requirements 抗震构造要求(22)# H1 N) I5 y; j& b' X5 j
effective area of fillet weld 角焊缝有效面积(57)
+ P% ~9 {, _! ]: Z# Teffective depth of section 截面有效高度(33)6 R5 w! E9 J. i# n: k
effective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57)
* b2 z/ n. l& m; ~, P3 h& |6 Eeffective height 计算高度(21)
0 V: K J' j1 B9 K) veffective length 计算长度(21)
: c+ o6 L; k; P: ^effective length of fillet weld 角焊缝有效计算长度(48)
' }1 f3 `6 n" {* K, |! \0 qeffective length of nail 钉有效长度(56)
9 X) {" P6 ?* M, H" Weffective span 计算跨度(21)' L a) `; }5 G- |/ @0 t
effective supporting length at end of beam 梁端有效支承长度(46)
: p, H2 e# [1 @7 C7 O1 R/ C+ weffective thickness of fillet weld 角焊缝有效厚度(48)
0 E7 m2 S# g( d& } telastic analysis scheme 弹性方案(46)
1 R9 O+ w, }4 p# K3 h* ielastic foundation beam 弹性地基梁(11)% A) K/ u( b; m9 N1 f0 @* Z
elastic foundation plate 弹性地基板(12); U) X' Z5 D* j. w. z8 d8 G6 B
elastically supported continuous girder· 弹性支座连续梁(u)
2 T4 a1 `& [2 ^6 j1 X' M: Celasticity modulus of materials 材料弹性模量(18), o8 P3 J5 n Y9 [
elongation rate 伸长率(15)( z# ~1 J5 K* K3 D
embeded parts 预埋件(30)2 G. C! ]5 Z* ^: W+ h0 v
enhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14)
( U; j7 F' x0 [ d6 |+ }0 uentrapped air 含气量(38)
7 {6 f, x1 d; Sequilibrium moisture content 平衡含水率(66)
' V5 }- U2 h0 E: h* a2 o/ `4 K pequivalent slenderness ratio 换算长细比(57)' f; L1 \6 F# R% c) U5 `
equivalent uniformly distributed live load· 等效均布活荷载(14)& V1 m) c5 [- D1 N3 g, i
etlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58)
. V0 j- f3 k3 t3 n0 @$ |9 A# C5 \0 Eettectlve cross—section area of bolt 螺栓有效截面面积(57)) F1 i3 y5 `; Z9 U' h
euler's critical load 欧拉临界力(56)
d _, f. ~. _: y( [1 feuler's critical stress 欧拉临界应力(56)- y! Z1 U6 e/ y1 @3 E
excessive penetration 塌陷(62)
. a2 C1 E( e/ ?9 ]& w3 sF - K/ F% O( U( p
fiber concrete 纤维混凝仁(28)
& y- g: W; r. Q( ffiller plate 填板门2)
" b# ]6 l% F* S; s2 e" _6 k& [8 zfillet weld 角焊缝(61)
9 X' y" O3 E. L# ~ S* B9 p; _final setting time 终凝时间()
( K7 R, ?0 Q7 P( F" xfinger joint 指接(69)# ^5 }" i6 \. L6 R1 R4 v( A
fired common brick 烧结普通砖(43)8 ?" T% P; P2 a" ~; E, D" B# X
fish eye 白点(62)
: `1 p5 ^5 x1 ~6 pfish—belly beam 角腹式梁(7)2 N# f. {/ ]* r; _4 J- r! g3 b
fissure 裂缝(?0)
% k4 o+ v2 S( [. }1 Jflexible connection 柔性连接(22)2 p" h: Q, U* v$ N. K0 N
flexural rigidity of section 截面弯曲刚度(19)3 U+ D. B) {# @6 a9 s2 f
flexural stiffness of member 构件抗弯刚度(20)
! B! c4 V. n# N9 s, T# F& ~ Vfloor plate 楼板(6)
7 Z3 F$ T% V* k; ^ N" H% {floor system 楼盖(6)
& k+ l* t% M3 U8 F4 w* z. j2 n b* qfour sides(edges)supported plate 四边支承板(12)0 p7 J5 ?5 _7 Q* i+ F. {
frame structure 框架结构(2)
1 |& P7 ~$ D. Rframe tube structure 单框筒结构(3)0 l, S! Y, b' d, ?* j, S: L' D
frame tube structure 框架—简体结构(2). T* \4 h( C7 ?6 o, H+ C! b
frame with sidesway 有侧移框架(12)" m* @' b" H" Z1 w6 I% ~) P5 G
frame without sidesway 无侧移框架(12)
/ |2 b, c! R$ \1 Efrange plate 翼缘板(52)
% p/ p* w$ f! J; Dfriction coefficient of masonry 砌体摩擦系数(44)
% H C% J) V6 u! Pfull degree of mortar at bed joint 砂浆饱满度(48)
7 R* V) j9 o* x/ }9 W) mfunction of acceptance 验收函数(23)# {2 S" r% G' X) J% |
G 7 Q0 z! C$ e$ V+ s
gang nail plate joint 钉板连接()
$ Y& F$ `4 o5 x' P* |glue used for structural timberg 木结构用胶
$ E6 g: @0 S, f6 s) z0 Zglued joint 胶合接头7 ~ P; z; }2 I |0 w1 }
glued laminated timber 层板胶合木(¨)
( y& p" B* `% u; n9 r9 _" |glued laminated timber structure 层板胶合结构‘61)
8 W" E4 [6 A$ B6 a8 U3 hgrider 主梁((㈠
5 l! @$ \6 s' x8 i1 L6 M/ [ Dgrip 夹具! ?; `% V- I0 \: s% z1 [
grith weld 环形焊缝(6÷))
" e1 ^7 E$ K$ {; wgroove 坡口, h- m: E+ F- Y& N% l) K
gusset plate 节点板(52)
# Q2 `3 c) S5 Y, y" k$ jH
# J1 g) P8 y) v5 b. bhanger 吊环
% e% [7 _6 ? B' Khanging steel bar 吊筋7 A+ K G( A$ C( T
heartwood 心材
8 \7 l* r6 w/ h6 h5 S, K1 a5 L3 Wheat tempering bar 热处理钢筋(28)8 \4 F5 M7 v5 N
height variation factor of wind pressure 风压高度变化系数(16)
1 J8 {4 U% a! [# U% Iheliral weld 螺旋形僻缝
: D2 P' o8 L- \' Q3 V; Y3 S) Rhigh—strength bolt 高强度螺栓
, a* b6 J. s. Q' ihigh—strength bolt with large hexagon bea 大六角头高强度螺栓
3 k9 V. ?; G2 z' V& v7 @$ a3 bhigh—strength bolted bearing type join 承压型高强度螺栓连接，
) t+ W0 M" j5 I& S& qhigh—strength bolted connection 高强度螺栓连接
$ S3 y" v5 |" H( Xhigh—strength bolted friction—type joint 摩擦型高强度螺栓连接( G# p2 e7 ^1 P7 ]
high—strength holted steel slsteel structure 高强螺栓连接钢结构
3 E# L- F) B) S z2 s# Dhinge support 铰轴支座(51)
- Z m" x2 W C! a5 j: Phinged connection 铰接(21); ~0 g+ \# W6 {+ V
hlngeless arch 无铰拱(12)
. L5 f2 I( S5 t4 \8 Ohollow brick 空心砖(43)
; v9 [- Y5 N% A I( fhollow ratio of masonry unit 块体空心率(46)
: E- d( B P; G6 T' Bhoneycomb 蜂窝(39)* O/ \8 X2 m% I/ ?3 x
hook 弯钩(37)
& p0 |5 ]2 I- s) L6 }5 Ghoop 箍筋(36)' A- G3 }4 W+ A
hot—rolled deformed bar 热轧带肋钢筋(28)
% x$ v0 }1 a0 hhot—rolled plain bar 热轧光圆钢筋(28)
+ k" |1 m. n/ Whot-rolled section steel 热轧型钢(53)2 U; `2 y8 Q% B# f2 l* v& E
hunched beam 加腋梁(?)' f' h8 A/ X0 s' d8 T+ b
I
; a$ M) }" L' o7 R3 j! Cimpact toughness 冲击韧性(18)! N5 F! {# M$ ~) O# z$ r) T
impermeability 抗渗性(38)
7 H6 T; A: w: b9 Yinclined section 斜截面(33)$ e0 H( `5 P7 h2 K- ?) ?' ]& K0 o
inclined stirrup 斜向箍筋(36)
6 C) k4 \# U8 n+ L( M7 g, n7 Zincomplete penetration 未焊透(61)9 `3 h) f. m8 U% C
incomplete tusion 未溶合(61)* Y4 j7 }2 d# L. S5 `* E3 ~
incompletely filled groove 未焊满(61)
( Q1 f+ A2 `9 ~4 {. F% `* Hindented wire 刻痕钢丝(29)
( S4 {/ V2 w% hinfluence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46)* ~7 s# a7 z! G: B) ^3 r+ e
influence coefficient for spacial action 空间性能影响系数(46) m9 H' c2 k# n; b+ v# t
initial control 初步控制(22)
# J2 T1 n9 o9 b6 Hinsect prevention of timber structure 木结构防虫(?o)
& R* ?: q! X* Q' y, N& `' ]inspection for properties of glue used in structural member 结构用胶性能检验(71)
% w* D/ _% ?/ t# Q5 ^4 q% C% ginspection for properties of masnory units 块体性能检验(48)
% T6 y# [" @9 @0 einspection for properties of mortar 砂浆性能检验(48)7 B6 W2 T, R( K8 W; \ E. Z
inspection for properties of steelbar 钢筋性能检验(39)4 ?1 O" u+ A3 J' O+ V3 y9 P; X+ ^3 a
integral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)
+ F5 ?/ A; [4 Q9 Hintermediate stiffener 中间加劲肋(53)
. R1 K2 o! B1 ?9 |intermittent weld 断续焊缝(60)9 ^* [% n& Z4 K) c2 i* u4 i+ A
J
' q5 N- P# [) r6 M8 Qjoint of reinforcement 钢筋接头(35)
7 t6 E$ J( [) u5 i) `# KK
- J8 W! X+ j$ }# S& bkey joint 键连接(69)1 o$ u0 ?+ ]/ F
kinetic design 动态设计(8)
- }% G0 z6 V# e5 \" S" nknot 节子(木节)(70)
& K0 k) C) l* v7 k2 |L 0 w4 d1 e9 ]* J0 Z: r) f
laced of battened compression member 格构式钢柱(51)
; h+ k( @6 |( l1 l* zlacing and batten elements 缀材(缀件)(51)
: a1 H; e. `$ ?$ B% n+ w4 Olacing bar 缀条(51)8 z' T! p% M# s
lamellar tearing 层状撕裂(62)
( Q* e( J2 j: V* S# k8 E! g Zlap connectlon 叠接(搭接)(59)6 x7 O( K5 |0 Y; [
lapped length of steel bar 钢筋搭接长度(36)
4 L4 c( K# j! mlarge pannel concrete structure 混凝土大板结构(25)7 D; V: j s, r$ X; ^; x4 S( E
large-form cocrete structure 大模板结构(26)
4 z' _+ `0 E% I: Y7 elateral bending 侧向弯曲(40)
, j* B' N$ i3 Flateral displacement stiffness of storey 楼层侧移刚度(20)
6 h1 S7 o! l1 _* F8 N; tlateral displacement stiffness of structure· 结构侧移刚度(20)
" O* ~0 Q+ E- jlateral force resistant wallstructure 抗侧力墙体结构(12)+ k* w& Z7 }2 r0 \0 L- W
leg size of fillet weld 角焊缝焊脚尺寸(57)
2 `+ ^3 R. `. f/ s) t: D0 M* Y0 Tlength of shear plane 剪面长度(67)! W5 U& A/ c. s6 k
lift—slab structure 升板结构(25)
( h3 L) c6 U- |* r' ]) R) rlight weight aggregate concrete 轻骨料混凝土(28)& x3 W% ]5 x u5 m5 t9 g2 c$ z( v9 [4 {
limit of acceptance 验收界限(23)
7 q5 L5 |, A N* T2 Qlimitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47)
* _6 I0 c+ f6 ~4 a' Blimiting value for sectional dimension 截面尺寸限值(47); @/ i( e% c) K; I: c
limiting value for supporting length 支承长度限值(47)
n9 o+ T7 t8 | v; _0 \6 |, @limiting value for total height of masonry structure· 砌体结构总高度限值(47)
3 t% P' E4 [* Y& a0 q' vlinear expansion coeffcient 线膨胀系数(18)+ E3 r& E2 m. _+ D+ a, [; l
lintel 过梁(7)' E( F; X8 {, }) B8 ?8 c- B+ H
load bearing wall 承重墙(7)" S1 Q' ^1 K# |8 U+ u! |
load-carrying capacity per bolt 单个普通螺栓承载能力(56)1 g+ O! |4 d% l% x" d
load—carrying capacity per high—strength holt 单个高强螺桂承载能力(56)+ w& {8 K2 S* l9 S
load—carrying capacity per rivet 单个铆钉承载能力(55)9 L* ~, w# L7 A, k
log 原木(65)9 ~1 U2 m0 V' h L5 t& h: i% B1 r# J
log timberstructure 原木结构(64)
a7 A. m+ i4 @3 L }. e, U- ?long term rigidity of member 构件长期刚度(32)
1 k7 g9 Z) X- T; _longitude horizontal bracing 纵向水平支撑(5)
( `) N& R Y, B/ o) W8 t5 vlongitudinal steel bar 纵向钢筋(35)8 b9 R( @* y! L& T- e
longitudinal stiffener 纵向加劲肋(53)
& x/ E8 y4 F8 Blongitudinal weld 纵向焊缝(60)
2 K. U3 L! e/ u/ a" F6 f; ]losses of prestress ‘预应力损失(33)
0 T# Q: u$ e' D, ?) @& |lump material 块体(42)) K' L# @+ s S, f: b' {( y, B
M
2 {# E8 Q# A% t5 O8 ^% wmain axis 强轴(56)
0 O+ Y6 [/ c. o! W/ m1 l. t' Zmain beam· 主梁(6)
. w R. W% f9 I2 M: s" Omajor axis 强轴(56)
# l& j7 }2 g% u$ |9 Y! Kmanual welding 手工焊接(59)
1 g# q. F% x, \2 C$ U" m4 jmanufacture control 生产控制(22)) i) `5 X4 h. l
map cracking 龟裂(39)
3 C8 \* T& Z# r0 x% U2 j' Wmasonry 砌体(17)# @9 e* a6 \8 g5 r5 u( ?
masonry lintel 砖过梁(43)
+ p* O: p& q" \1 [3 Q/ k+ mmasonry member 无筋砌体构件(41)
" ]& O6 c, E) ~# N. Kmasonry units 块体(43)
/ D7 g# k, b2 L' X- U8 C" Xmasonry—concrete structure 砖混结构(¨)( ?& L3 C$ P1 }& T" E0 x& ~
masonry—timber structure 砖木结构(11)% ~- A# ?0 P# D$ u& ]- b7 \3 I
mechanical properties of materials· 材料力学性能(17)
9 I' Z7 i3 B! H+ I& b9 W: Kmelt—thru 烧穿(62)
5 U7 q' Q9 v9 S' o7 H1 N3 _method of sampling 抽样方法(23)- s2 G5 b* e3 ? h' ?6 M* N
minimum strength class of masonry 砌体材料最低强度等级(47)! s: E( z" i1 V b; o6 R% I2 E
minor axls· 弱轴(56)
- a3 ?+ ^* g! l% {1 k- |: S4 p/ s3 @1 xmix ratio of mortar 砂浆配合比(48)
6 {& h% v, ]7 Q4 ^. `! M8 n& x7 Tmixing water 拌合水(27)0 K/ n' I. |& N) I% l' ~
modified coefficient for allowable ratio of height to sectionalthickness of masonry wall 砌体墙容许高厚比修正系数(47)) |: n) L6 h! \ N# T2 q
modified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68)
3 T3 E; ~; @0 g# x3 q, y2 Omodulus of elasticity of concrete 混凝土弹性模量(30)
( k+ V* G# Y- z& I6 _& c; Xmodulus of elasticity parellel to grain 顺纹弹性模量(66)
7 Q% Z) H2 {, T! ]moisture content 含水率(66)$ Z% n' I1 K7 }6 N8 y9 ^1 P/ x
moment modified factor 弯矩调幅系数, A; }; l* @" C7 L' J& s5 \
monitor frame 天窗架
4 N, h F! c$ a6 B2 h4 @mortar 砂浆
& M2 L. D6 A7 v# Zmulti—defence system of earthquake—resistant building· 多道设防抗震建筑! `4 o1 Q* E- Z7 I0 N' h" W5 h
multi—tube supported suspended structure 多筒悬挂结构
1 C- }- Z$ h, S& f; bN 3 l( f( J* ?# W# W/ o& X, `
nailed joint 钉连接，
; y4 H" c, E& u& J8 u( \net height 净高l
8 F) U9 `, k+ |& W Dnet span 净跨度
2 X6 U3 c7 O3 s5 l3 Anet water／cementratio 净水灰比
* |. v. E2 k8 L! {: M2 ?non-destructive inspection of weld 焊缝无损检验
: v9 A/ J% z9 d+ y, b6 Lnon-destructive test 非破损检验
$ m: m4 V3 @. xnon-load—bearingwall 非承重墙
% `9 a0 j# _9 Q6 Y$ J2 h5 Mnon—uniform cross—section beam 变截面粱
% q9 _4 x0 f* |6 K4 ]# Wnon—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数
& }6 H* B1 `, O* _normal concrete 普通混凝土
9 k- j5 X/ p9 m8 t2 }( ]0 x; j/ Bnormal section 正截面
$ ~9 |) h" x, Znotch and tooth joint 齿连接% t2 Y, v$ x& H3 ?6 `; }2 ~
number of sampling 抽样数量
/ n: w! l6 y+ [O
, ]7 B7 o: i# {; ~7 d1 d8 nobligue section 斜截面
6 z* a6 |$ y, ]( h, Zoblique—angle fillet weld 斜角角焊缝0 t! I5 p( J3 m; I
one—way reinforced(or prestressed)concrete slab‘‘ 单向板+ ^1 O" [. ]. C/ X
open web roof truss 空腹屋架，3 ?6 U# y( A+ T/ k
ordinary concrete 普通混凝土(28)
- m% W9 K1 {$ {3 n* ~7 s# i M) X8 Fordinary steel bar 普通钢筋(29)
* C' r4 b& t2 M; u2 Z5 r( xorthogonal fillet weld 直角角焊缝(61)( g. S+ M9 _4 N( P0 Z
outstanding width of flange 翼缘板外伸宽度(57)* n+ }6 a; i0 n& _- R5 i' u( a' Z
outstanding width of stiffener 加劲肋外伸宽度(57)5 C, l* M U5 I1 K; u f" f1 n0 I2 B
over-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58)+ X: f6 R* ^ n' a
overlap 焊瘤(62)
2 Z3 L3 _5 ?: j/ Q. A( Hoverturning or slip resistance analysis 抗倾覆、滑移验算(10)# T9 P& x. z$ M2 G( p
P & b9 k! G4 H6 T) e. Y1 a- w) f
padding plate 垫板(52)
3 K6 }5 q# z. Npartial penetrated butt weld 不焊透对接焊缝(61)$ E5 K& A2 I* m0 J% ]3 |) V
partition 非承重墙(7)5 J. B! Z; I4 r
penetrated butt weld 透焊对接焊缝(60)
( M: R( r; u9 i% d( _percentage of reinforcement 配筋率(34)! u) x6 h. b4 f& a
perforated brick 多孔砖(43)9 P" t% _3 W, Q4 D+ Z4 f
pilastered wall 带壁柱墙(42)! C6 U7 w+ y- U5 F6 H
pit· 凹坑(62)
9 h' I! f8 d: E7 k Apith 髓心(?o)8 m8 @$ ]4 W' A# k* b
plain concrete structure 素混凝土结构(24)
* j, a5 S5 x4 ]plane hypothesis 平截面假定(32): I2 B) W) N0 p( b' w* y
plane structure 平面结构(11)
5 q t7 ?( Y& |* Cplane trussed lattice grids 平面桁架系网架(5)
2 J# E, Z; v3 n: Y! pplank 板材(65) v7 K' a0 {+ O- H' B+ S5 V! c! e( d( J
plastic adaption coefficient of cross—section 截面塑性发展系数(58). _: q: @- I$ @3 _2 A' B4 T3 a
plastic design of steel structure 钢结构塑性设计(56)
0 u4 b, M& h5 E1 z2 B0 j7 xplastic hinge· 塑性铰(13)
* b- Y7 E7 k: k9 e0 V$ l* pplastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34)
+ B: x5 _* e, q1 e fplate—like space frame 干板型网架(5)$ c1 ~; M' b; R
plate—like space truss 平板型网架(5)
& M0 m/ t* L: E0 K# r/ hplug weld 塞焊缝(60)) H5 S1 c- f, A4 ?! E$ N) t
plywood 胶合板(65)1 x0 O3 W" t9 }
plywood structure 胶合板结构(64)/ w4 Y4 z3 i' G6 S; n: G
pockmark 麻面(39)- k# x8 ]2 G/ N7 @, }# F! g
polygonal top-chord roof truss 多边形屋架(4)
* g3 b: N( A9 Ipost—tensioned prestressed concrete structure 后张法预应力混凝土结构(24)4 ^7 X$ K( B/ I0 X
precast reinforced concrete member 预制混凝土构件(26)' H, y5 N- C" U5 e
prefabricated concrete structure 装配式混凝土结构(25)! t5 q- C+ K" Z$ j! {: W
presetting time 初凝时间(38)9 M; J( ^3 T# Z; J
prestressed concrete structure 预应力混凝土结构(24)
5 Q5 y, ~# g* s0 x; e' X+ ~" e Dprestressed steel structure 预应力钢结构(50)
2 f9 \- x9 M7 k$ X; z% s/ w6 u1 I8 nprestressed tendon 预应力筋<29)$ F( P3 l4 I1 G. o3 C5 t
pre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24). l, B; K$ x/ ?6 P7 K: f, f3 X7 k( a
primary control 初步控制(22)7 n& t$ Q2 ?: H2 x& U
production control 生产控制(22)$ B3 Z. e9 y. k% L% X
properties of fresh concrete 可塑混凝土性能(37)& v9 M+ r2 u' Z* A8 \
properties of hardened concrete 硬化混凝土性能(38)- i' ^2 J" q, s6 u- i
property of building structural materials 建筑结构材料性能(17)8 T* I& I2 b) o4 K3 J+ O
purlin“—””— 檩条(4)- F: V$ s- h: z* S; v) w
Q , j* J" x5 F. i$ L# R% K8 d
qlue timber structurer 胶合木结构(㈠)
# P5 d( ^, i+ L1 f. oquality grade of structural timber 木材质量等级(?0)
: M/ `, x6 c) @7 l8 g: B& z# bquality grade of weld 焊缝质量级别(61). \6 U; p% t0 z% A8 Q0 |2 |
quality inspection of bolted connection 螺栓连接质量检验(63)
5 B5 d I5 M4 Z1 B' }, |quality inspection of masonry 砌体质量检验(48)4 D( ~# E% S( a |/ N* u$ `
quality inspection of riveted connection 铆钉连接质量检验(63)/ y* m- I, v! A K2 A
quasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15)
& O% _1 L3 o7 q, {* i: O5 r& ~R % }' p; r# c/ F# F) a" N% k
radial check 辐裂(70)
# G! \' C* r) j( D* p+ G, }0 N! N% pratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35)
: V1 r/ v5 D m9 |$ Oratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48)
. C* b7 k7 J2 [& @' I6 Bratio of reinforcement 配筋率(34)% \2 {6 u! b/ @3 F5 Q5 B
ratio of shear span to effective depth of section 剪跨比(35)
. V9 {! W0 {+ l" M7 K$ ~3 zredistribution of internal force 内力重分布(13)$ A, H6 }; X) [) z( ^- b6 p4 w
reducing coefficient of compressive strength in sloping grain for bolted connection 螺栓连接斜纹承压强度降低系数(68)2 I. Z5 ~' N+ m- _& N" \
reducing coefficient of liveload 活荷载折减系数(14)
7 B! w/ m, ]$ _, hreducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)
, I/ ]6 t" e! X. t& Cregular earthquake—resistant building 规则抗震建筑(9)0 [- w# A* a2 m3 _+ ]: W
reinforced concrete deep beam 混凝土深梁(26)
& g3 u$ B* {5 f! i% [* V; o$ x8 V. Freinforced concrete slender beam 混凝土浅梁(26)
/ i( V1 w3 o% m$ B" ~1 W4 [reinforced concrete structure 钢筋混凝土结构(24)
9 t" I) v- g# O* d1 I. j- Yreinforced masonry structure 配筋砌体结构(41)6 T) H: }$ Z' G6 K
reinforcement ratio 配筋率(34)
( A8 P9 P+ S& Z. Areinforcement ratio per unit volume 体积配筋率(35)
/ O; Q' o' d$ s3 h) i" t' c8 zrelaxation of prestressed tendon 预应筋松弛(31)
7 g0 [' w4 H3 y& y2 b; ~ Crepresentative value of gravity load 重力荷载代表值(17)
" d: X; M! L5 ]/ Q0 m1 gresistance to abrasion 耐磨性(38)
. q# h t' v9 J) {+ J, o" H3 N& Cresistance to freezing and thawing 抗冻融性(39)
: X% ?- D5 R2 n( `3 Oresistance to water penetration· 抗渗性(38)
+ B' m& e0 M& j1 f. x4 c! ireveal of reinforcement 露筋(39)
& \- ^( { n( `8 }& T, @6 Iright—angle filletweld 直角角焊缝(61)
! N/ Z7 o: L2 K& L3 a2 Y# arigid analysis scheme 刚性方案(45)
! ?: T- t2 z, A! U0 A; Yrigid connection 刚接(21)
4 p# N& v9 A& ^7 K+ d' Y) @rigid transverse wall 刚性横墙(42)
. H4 \( b' e& f, n% s) r* N1 b& ~" Hrigid zone 刚域(13)' n/ `7 S5 m. F4 S& K: ~8 B5 e
rigid-elastic analysis scheme 刚弹性方案(45)
; _6 U5 m2 _1 d6 T: urigidity of section 截面刚度(19)3 V' D4 @7 x4 I
rigidly supported continous girder 刚性支座连续梁(11)
- Y: p+ o2 C9 \1 \* t* f2 `" d5 xring beam 圈梁(42)& Q, Y1 s; d7 @6 p; \
rivet 铆钉(55)' \9 Z9 j6 {6 U* H u
riveted connecction 铆钉连接(60); R1 z( N. o4 x- e
riveted steel beam 铆接钢梁(52)0 k" X0 a8 N0 g
riveted steel girder 铆接钢梁(52)8 J8 o; G% J1 X$ u0 N4 f$ L
riveted steel structure 铆接钢结构(50)
; L% t6 B) q$ c1 crolle rsupport 滚轴支座(51); B8 G2 j) T: q7 T5 O
rolled steel beam 轧制型钢梁(51)! ], W: n, g1 K' P6 a' t, y
roof board 屋面板(3)
( z8 J6 L. t1 C2 G3 troof bracing system 屋架支撑系统(4)
% I) [0 \1 D/ r8 Zroof girder 屋面梁(4)0 K6 }: f0 s2 S: A4 l' I
roof plate 屋面板(3)
: r7 Z. W( |4 G) j# B0 m2 ^; oroof slab 屋面板(3)
7 b% J$ [2 C- J3 j- H& k" [# l, m# g- Uroof system 屋盖(3)
3 H0 j6 e% T4 ?& J8 ]roof truss 屋架(4)
, Y/ w M: \6 D3 N" V4 C% zrot 腐朽(71)% s% t. ?, D7 W2 }+ ?
round wire 光圆钢丝(29)
$ t% h; `7 q7 v' wS
" W d' e, V9 @" m" a% Zsafety classes of building structures 建筑结构安全等级(9)
+ J9 o8 O% X# \1 j, _3 M2 csafetybolt 保险螺栓(69)2 q$ {4 F) X2 F
sapwood 边材(65)
9 S2 q$ _* E/ M; }4 u! Hsawn lumber+A610 方木(65)/ S2 l8 c. j! \6 H x S
sawn timber structure 方木结构(64) F8 |6 A" t8 V' Y/ J1 O8 L
saw-tooth joint failure 齿缝破坏(45)
$ c' u1 v% A7 X6 ^! a0 zscarf joint 斜搭接(70)
/ n( R( ], `9 m- g' ]0 q9 B, eseamless steel pipe 无缝钢管(54)$ @+ i: U+ D- N8 G* `- H! v
seamless steel tube 无缝钢管(54)9 F) b s8 R( C2 |
second moment of area of tranformed section 换算截面惯性矩(34)
. z$ `! K9 f1 c$ lsecond order effect due to displacement 挠曲二阶效应(13)
1 ^4 ?1 q4 e! C: u" Psecondary axis 弱轴(56)- n. t& e# ~6 Z2 B; h. s5 p
secondary beam 次粱(6); O3 @2 @& |3 W' h- E
section modulus of transformed section 换算截面模量(34); X/ q' M7 ~% ]) f3 j: P
section steel 型钢(53)
/ t. x% j+ `2 H' b+ O P, I d2 Wsemi-automatic welding 半自动焊接(59)
* B! J3 ~* A6 m! F G' zseparated steel column 分离式钢柱(51)
! ]1 p% V3 D4 U( Ysetting time 凝结时间(38)
# f g, c" A; Ushake 环裂(70)
' z% g' d$ M6 D Pshaped steel 型钢(53)- Y& l7 c$ ?' B1 f7 J
shapefactorofwindload 风荷载体型系数(16)* l& U: c: {" o( d- ~* N
shear plane 剪面(67)" V3 {% R! [# e6 G! t [
shearing rigidity of section 截面剪变刚度(19)
2 G1 m* F& W- V6 bshearing stiffness of member 构件抗剪刚度(20)1 [+ E: a( B7 G% W4 m6 g# B& ~
short stiffener 短加劲肋(53)2 S0 D+ k; _' c c7 ~% `
short term rigidity of member 构件短期刚度(31); V) @7 I- v& j% w
shrinkage 干缩(71)0 R0 f9 v t- M* K% n
shrinkage of concrete 混凝干收缩(30)( L0 o! Q* A8 h! M- C
silos 贮仓(3); y) R. w7 Q8 r6 D C9 y
skylight truss 天窗架(4)4 @$ P* i6 z3 b; {% q1 d
slab 楼板(6)
" t" r3 X1 ?& {) \8 h. M. Hslab—column structure 板柱结构(2)
3 A4 t; ?3 a+ d5 Aslag inclusion 夹渣(61)" }6 T( A; {. t) e( B) ~& b
sloping grain ‘斜纹(70)
& _9 e! G7 F+ ?slump 坍落度(37)% n9 _5 M/ y7 p3 s
snow reference pressure 基本雪压(16) M* |2 O, t0 i/ K: T% o$ r4 [
solid—web steel column 实腹式钢柱(
- ` p* h( y; s" ~) C7 R+ Zspace structure 空间结构(11)9 ? n" H p7 l. q8 N0 ]
space suspended cable 悬索(5)1 n5 F6 _+ v( ^! K" h; w* _$ L
spacing of bars 钢筋间距(33)" H$ u2 M3 X! ?7 d j) b7 ~
spacing of rigid transverse wall 刚性横墙间距(46). K: P) R/ E, P+ X' n
spacing of stirrup legs 箍筋肢距(33)* z- A4 X" W1 e4 }2 z. D# m! F! Z
spacing of stirrups 箍筋间距(33)
. R8 ]' j7 r! J" v' [. Cspecified concrete 特种混凝上(28)% ?. d, N; Q. S J+ c
spiral stirrup 螺旋箍筋(36)7 W7 Y! ^0 v. p' X* q2 A3 v5 N# r
spiral weld 螺旋形焊缝(60)
" P7 ~, ?# V' _4 f8 k& v* Y+ Tsplit ringjoint 裂环连接(69)9 @' T3 S% `0 V5 l/ A; r
square pyramid space grids 四角锥体网架(5)7 c2 X3 G' r$ e* c2 T
stability calculation 稳定计算(10)
) ?( e0 h+ T: h! ]* c* X6 `- n7 l- Y( cstability reduction coefficient of axially loaded compression 轴心受压构件稳定系数<13). ~5 U2 s3 I. M7 L
stair 楼梯(8) V2 f! D! w: L/ J) R( d) B
static analysis scheme of building 房屋静力汁算方案(45)3 I) a0 E$ ?* e. P1 f
static design 房屋静力汁算方案(45)
9 p, m: ?+ m9 o, \, c" hstatically determinate structure 静定结构(11)
1 B9 D3 C1 I2 C: G# _statically indeterminate structure 超静定结构(11)" i3 _! I. b% V& t
sted 钢材(17); i! d, T. K% I {1 ]5 H" B @3 Q
steel bar 钢筋(28)
, R v' y- [# [; n2 Usteel column component 钢柱分肢(51)2 c; A W$ l. Q0 L' `6 U; g
steel columnbase 钢柱脚(51)
- E, k8 J T8 f! U1 [# P# M+ dsteel fiber reinforced concrete structure· 钢纤维混凝土结构(26)
9 w& l8 c1 I, Asteel hanger 吊筋(37)
) Z0 Y3 d- f5 q6 ]" s9 Dsteel mesh reinforced brick masonry member 方格网配筋砖砌体构件(41)
0 f9 N9 z5 s+ \ g$ g Ysteel pipe 钢管(54)9 |7 v" I) B4 g
steel plate 钢板(53)' Z1 r! I5 j) J( A' r/ O
steel plateelement 钢板件(52)
+ ~% H' F5 f2 M5 P; j! M! ssteel strip 钢带(53)2 {9 [' S+ G. h) w" ?# ^2 v/ i
steel support 钢支座(51)1 k w Z/ i/ Q) T+ m5 Z/ @
steel tie 拉结钢筋(36)
. V4 }* Y1 s5 C5 O/ ^3 H) i, Usteel tie bar for masonry 砌体拉结钢筋(47)- W4 M: m0 a' D
steel tube 钢管(54)
8 o; T! o! ]% |! }, s# k8 rsteel tubular structure 钢管结构(50)7 _6 Q2 Q$ ~" D8 P
steel wire 钢丝(28)
! r+ Y" B. I3 V$ X' r, t' tstepped column 阶形柱(7). @/ f; y4 P ^ D7 x
stiffener 加劲肋(52)8 o. @/ X7 p3 {0 s
stiffness of structural member 构件刚度(19)3 H. |7 g' r# o" o# U% C2 H7 s
stiffness of transverse wall 横墙刚度(45)
* O6 z5 l' o, t" Nstirrup 箍筋(36)
# k5 Z, p* `' X5 ~ n- gstone 石材(44)) h% [: Z4 t, k( D9 X8 |8 W& `
stone masonry 石砌体(44)
o) e C; m, Q' Xstone masonry structure 石砌体结构(41)% B! Q: o, p" N' w: N* f
storev height 层高(21)
4 f7 C9 M% _ ~3 w9 _ b! kstraight—line joint failure 通缝破坏(45)
# g1 h0 p5 O! |+ ?( Ystraightness of structural member 构件乎直度(71)
) U& }) n) K K/ Gstrand 钢绞线(2，)
b- d% r$ W$ A2 ]strength classes of masonry units 块体强度等级(44)* N) A: U- l0 Q6 i
strength classes of mortar 砂浆强度等级(44)
8 H* l3 _$ |% A2 y c9 Z- C6 _strength classes of structural steel 钢材强度等级(55)
" ]% W( ~% t [+ t% Estrength classes of structural timber 木材强度等级(66)& o! B! c, t+ s, H. A
strength classes(grades) of concrete 混凝土强度等级(29)
) j- H1 A; W) T% c- ]strength classes(grades) of prestressed tendon 预应力筋强度等级(30)# V# K5 e" [" k4 _' Q
strength classes(grades) of steel bar 普通钢筋强度等级(30)
1 W2 k; `* n' s8 p1 _* I" Y/ ~strength of structural timber parallel to grain 木材顺纹强度(66)
7 b! V0 X( J' R: ^3 ustrongaxis 强轴(56)
: W, W$ E! A8 C, k) Cstructural system composed of bar ”杆系结构(11)
) c1 P6 J% i$ \1 }+ n" J7 u3 z9 u% Lstructural system composed of plate 板系结构(12)
) U+ S. |( a$ X! |/ @. Jstructural wall 结构墙(7)7 a# R0 }/ r. n1 ]
superposed reinforced concrete flexural member 叠合式混凝土受弯构件(26)
* p" k' E$ D F! @, _; ~0 _suspended crossed cable net 双向正交索网结构(6)8 U1 G' P: m! o
suspended structure 悬挂结构(3)
( }+ A; r9 @" |2 T9 dswirl grain 涡纹(?1)8 J) ^6 L- w% f4 z; ^! h
T & A9 b) n( L$ e
tensile(compressive) rigidity of section 截面拉伸(压缩)刚度(19)6 u8 @, C' E% V9 m: \ c0 f
tensile(compressive) stiffness of member 构件抗拉(抗压)刚度(20)
& q( [/ `- p& B7 Z' }9 Rtensile(ultimate) strength of steel 钢材(钢筋)抗拉(极限)强度(18)
5 z r) r3 }$ Y) f0 e9 Jtest for properties of concrete structural members 构件性能检验(40)：8 i6 Q1 Z2 X+ y9 T) t" Y
thickness of concrete cover 混凝土保护层厚度(33) c6 T1 _4 y @8 L P9 ~5 ?& l
thickness of mortarat bed joint 水平灰缝厚度(49)& F$ @$ S& |0 j; g# |5 v' k/ Q: R5 s9 C
thin shell 薄壳(6)/ O& J5 W9 a2 ~1 [' s- F8 J, l
three hinged arch 三铰拱(n)
6 g9 b& @% D: Q9 n: u! o/ atie bar 拉结钢筋(36)+ t9 M6 N. h" Y, C; p+ v8 c
tie beam， ‘ 系梁(22)
4 O, G# n+ A* L6 _) d! Z6 itie tod 系杆(5)) {% S- K# i6 w$ }( I( k5 q
tied framework 绑扎骨架(35)2 K: @& ~$ {) @6 b F7 h
timber 木材(17)
- ~7 N" M# ?$ P& dtimber roof truss 木屋架(64)
, ]$ G: a) V5 {5 t7 i0 ltor-shear type high-strength bolt 扭剪型高强度螺栓(54)
I) y4 u% t8 S* X. f5 rtorsional rigidity of section 截面扭转刚度(19)
2 C4 M3 w4 H5 L* ?( t# `torsional stiffness of member 构件抗扭刚度(20)
7 I" f* A" Q& Htotal breadth of structure 结构总宽度(21)/ O/ D' P& ?0 P. E8 {1 H f% d8 V
total height of structure 结构总高度(21)! N# c8 t; R0 K9 L, S/ I
total length of structure 结构总长度(21)% Y3 e, {( ?/ o
transmission length of prestress 预应力传递长度(36)/ ?/ y% S: e% z0 W0 U9 U
transverse horizontal bracing 横向水平支撑(4), ]4 @3 M0 C2 ~3 g
transverse stiffener· 横向加劲肋(53)
3 ^' p/ K- [) \$ atransverse weld 横向焊缝(60)3 p4 D, U. W3 q E3 u
transversely distributed steelbar 横向分布钢筋(36)8 S4 R1 v; c0 g; q+ C, j
trapezoid roof truss 梯形屋架(4)
& J) {0 ]% J* r4 Y' o% Z6 Ntriangular pyramid space grids 三角锥体网架(5)3 s C$ ]4 o7 o) P6 D
triangular roof truss 三角形屋架(4)9 O; i4 z5 l6 U. h) D( j
trussed arch 椽架(64)
# J* a" V- }7 j/ n3 V" a0 Etrussed rafter 桁架拱(5)6 G$ f2 N* z0 I0 X
tube in tube structure 筒中筒结构(3)$ e' M! D) x, ?# K. ]
tube structure 简体结构(2)
4 w, `7 `& M( _9 J$ O* W* o# z; xtwist 扭弯(71)- f& {8 m0 ]- B6 U, T: \
two hinged arch 双铰拱(11)" E Y% F& s# j$ s7 g8 I* |
two sides(edges) supported plate 两边支承板(12)8 X' u; f- f2 b' T, _2 X4 i6 C
two—way reinforced (or prestressed) concrete slab 混凝土双向板(27)
2 b$ Z) s+ P. }, zU
8 o4 {% P: p$ n* ` j/ ^; Qultimate compressive strain of concrete’” 混凝土极限压应变(31)
% j+ M9 K, Z9 aunbonded prestressed concrete structure 无粘结预应力混凝土结构(25). v( s2 S" ^) P7 O$ @5 v
undercut 咬边(62), V& }' W* z8 E+ a& ]- C
uniform cross—section beam 等截面粱(6)
% F8 r! y" ]; f1 H- C& e9 h; yunseasoned timber 湿材(65)
2 y9 e" D# E- G) F8 n7 uupper flexible and lower rigid complex multistorey building· 上柔下刚多层房屋(45)
: B) I1 F6 c" K L/ [0 `upper rigid lower flexible complex multistorey building· 上刚下柔多层房屋(45)9 Q/ H7 G9 o/ r% |& s: o
V : Q a, u! g! V
value of decompression prestress 预应力筋消压预应力值(33)8 |/ m) I% p3 O2 k
value of effective prestress 预应筋有效预应力值(33)
p: y+ c0 J! T! ?* y0 i1 xverification of serviceability limit states· ” 正常使用极限状态验证(10)
# w; g! D$ j& u7 r, Lverification of ultimate limit states 承载能极限状态验证(10)" @5 K- S0 K5 s) |5 x+ x
vertical bracing 竖向支撑(5)2 `8 y: j' B4 a) n" o+ F
vierendal roof truss 空腹屋架(4)
# E2 D' Z" L4 a' e" qvisual examination of structural member 构件外观检查(39)
+ G3 r" h% j. W# `visual examination of structural steel member 钢构件外观检查(63)
4 h. U+ P8 X8 Rvisual examination of weld 焊缝外观检查(62)
3 ?/ K i- y/ n# B5 M+ |9 f+ fW
/ }# ^( r1 D( B4 d$ a/ jwall beam 墙梁(42)
8 q. a$ P# U, q" N/ [" Twall frame 壁式框架(门)
5 P# ]0 `. b* i# D& W; w3 D! Nwall—slab structure 墙板结构(2)2 _0 ?& m3 r6 Q) S
warping 翘曲(40)，(71)
, j9 e9 ?. t4 cwarping rigidity of section 截面翘曲刚度(19)' b( ^2 \: Z2 v# |
water retentivity of mortar 砂浆保水性(48)/ {, U; j5 @( u
water tower 水塔(3)& u9 L% g% u+ k
water／cement ratio· 水灰比(3g)
7 G* f1 [1 G5 G6 v. i5 Tweak axis· 弱轴(56)
9 q3 Y% L5 L$ q, t9 Uweak region of earthquake—resistant building 抗震建筑薄弱部位(9)/ B/ ?, y8 d' u% K1 {9 ]6 {1 `
web plate 腹板(52)
) z0 R5 _ I1 b! q4 W, nweld 焊缝(6[))4 B5 M n% u5 _0 T+ d& ^
weld crack 焊接裂纹(62), z/ P1 ]: G2 v/ U0 S
weld defects 焊接缺陷(61)
" v' k e3 @, c4 Q. ^weld roof 焊根(61)8 t- j" y% N3 k1 L( V
weld toe 焊趾(61)
z4 M- T; w3 n4 U4 Y- eweldability of steel bar 钢筋可焊性(39); Z, D8 o( r( P5 p0 H9 E( K
welded framework 焊接骨架(), z9 v( P7 h& x# H- g
welded steel beam 焊接钢梁(
% o9 ?- I) `' x/ }4 G, pwelded steel girder 焊接钢梁(52)7 I) c0 i5 H! t
welded steel pipe 焊接钢管(54)
7 @6 q, ?5 y7 u4 m% V5 pwelded steel strueture 焊接钢结构(50)
3 L; ~: P* a Z9 Owelding connection· 焊缝连接(59)
l4 c) I- u9 n' r2 ywelding flux 焊剂(54)) e$ W$ o3 J" E: |* j
welding rod 焊条(54)5 S" Q% f2 ~4 u& X9 l" D
welding wire 焊丝(54)- ]% {! @1 R! D$ Q
wind fluttering factor 风振系数(16): Y0 r: Z! @* N
wind reference pressure 基本风压(16)2 k% f' W$ ^4 `( V {9 `1 t
wind—resistant column 抗风柱(?)
- c9 o) `5 f/ i6 E% Mwood roof decking 屋面木基层(64)' z# l) H+ Z2 g" N
Y . P) X4 W* x! y& f
yield strength (yield point) of steel 钢材(钢筋)屈服强度(屈服点)
2 r _' O& I" i5 {' P3 U
5 n2 K4 t& ~/ v; h' r————————————————————0 z3 H# M/ `; f4 F( }! E
- Q6 F) p& N% z: R, Z8 x5 Q
常用的景观英文
* u/ l) P3 e# i! ?& D( K) Y
: H0 ^. {! T$ P+ T1 p1 t5 O1.主入口大门/岗亭(车行 & 人行) MAIN ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN )
* Q1 D' k/ ~2 R+ \- R' p* [2.次入口/岗亭(车行 & 人行 ) 2ND ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN )
2 l$ N: m; Y' x% w& U2 u3.商业中心入口 ENTRANCE TO SHOPPING CTR.
- v. i+ r: r. q5 N' Q4.水景 WATER FEATURE 1 o9 O3 p( d9 m9 s* L8 y
5.小型露天剧场 MINI AMPHI-THEATRE% j4 W/ y6 H6 X0 r+ z$ e* B1 z; J
6.迎宾景观-1 WELCOMING FEATURE-1 ' J& x, u, Z+ d4 L- V
7.观景木台 TIMBER DECK (VIEWING) + [ Q! j! f p- F
8.竹园 BAMBOO GARDEN ' c0 G& d8 j0 E+ L& T6 u
9.漫步广场 WALKWAY PLAZA 5 o3 V* h3 U! H. l- @/ X
10.露天咖啡廊 OUT DOOR CAFE
3 v l# R8 E$ P- ^3 C11.巨大迎宾水景-2 GRAND WELCOMING FEATURE-2
1 `8 b% v# H8 p7 c* i0 i" G2 f- `12.木桥 TIMBER BRIDGE c3 u! q# O) s0 T8 C. S n
13.石景、水瀑、洞穴、观景台 ROCK'SCAPE WATERFALL'S GROTTO/ VIEWING TERRACE $ c% _& e- C/ V' W
14.吊桥 HANGING BRIDGE
+ a' Q! x9 ]2 ] W# c) m b15.休憩台地(低处) LOUNGING TERRACE (LOWER )
( f+ Z4 ?7 y9 O16.休憩台地(高处) LOUNGING TERRACE (UPPER )
! A( J- @2 Q. ?17.特色踏步 FEATURE STEPPING STONE 9 j1 g* ^$ J, A: B5 d3 ?
18.野趣小溪 RIVER WILD
3 ~/ F8 q) A. k4 K& P19.儿童乐园 CHILDREN'S PLAYGROUND
1 d; C# g ^$ D! S20.旱冰道 SLIDE 1 [5 C# C/ ~! ]: k b. G3 }. d5 t+ Q
21.羽毛球场 BADMINTON COURT ! X9 r+ _- I5 Z* A9 C/ X
22.旱景 DRY LANDSCAPE
! [, K9 f8 r; X* Z. ~0 w) ]23.日艺园 JAPANESE GARDEN
# g7 P7 |, \% G2 f" u24.旱喷泉 DRY FOUNTAIN
# P8 M( p8 E8 v6 b/ {( R25.观景台 VIEWING DECK, @4 z1 n0 z, h# e
26.游泳池 SWIMMING POOL * ~; J: H, u! i* c
27.极可意 JACUZZI
- {( Z# D) c6 F. D7 Y9 Y z28.嬉水池 WADING POOL
' t" W# y9 n3 s/ j; u1 n7 i8 a29.儿童泳池 CHILDREN'S POOL + L1 |! e1 |9 B9 T+ H" _" Y
30.蜿蜒水墙 WINDING WALL
! I) G* L$ g y. S) N/ R# ^) v! U31.石景雕塑 ROCK SCULPTURE # L, S8 s, s, u: x
32.中心广场 CENTRAL PLAZA 2 z2 P8 B: }# L4 z# J: G9 F7 s
33.健身广场 EXERCISE PLAZA
2 u% V& o$ w3 ?4 S- S34.桥 BRIDGE
t& } ^3 v: s" m- C9 D% z35.交流广场 MEDITATING PLAZA
$ K: [ e) K8 l; u Z- q36.趣味树阵 TREE BATTLE FORMATION
/ Z1 [5 F4 Y; \! \0 I b0 z37.停车场 PARING AREA; B7 _6 a% w& H+ @: f I% E, E
38.特色花架 TRELLIS
+ h" c4 f0 K% M( }39.雕塑小道 SCULPTURE TRAIL' m% f/ @+ L- g1 e& } Y6 C* ^' D
40.(高尔夫)轻击区 PUTTING GREEN " s; O# J; S: Y, T( B( R4 o
41.高尔夫球会所 GOLF CLUBHOUSE
X7 A8 V4 s% y$ p3 E42.每栋建筑入口 ENTRANCE PAVING TO UNIT ' U4 }* `5 S2 J6 ^' [
43.篮球场 BASKETBALL COURT 8 L# _# V+ n$ L W$ u
44.网球场 TENNIS COURT
- ~ Z' m% p/ }* `7 l9 G45.阶梯坐台/种植槽 TERRACING SEATWALL/PLANTER
0 Y" P4 ~3 Z+ {0 I$ r' E" U46.广场 MAIN PLAZA
% u3 | T$ e' ?5 P$ M/ v, T+ g' m47.森林、瀑布 FOREST GARDEN WATERFALL
/ v- c e; L* Z5 x% B" c/ _48.石景园 ROCKERY GARDEN
# }+ C! ]$ q; x/ p4 A$ J/ Q O9 W49.旱溪 DRY STREAM ' y6 r' F. z, U* y3 G' u4 n
50.凉亭 PAVILION * G% n) Q& g9 q. R. f
51.户外淋浴 OUTDOOR SHOWER
( U% M5 s, k2 R52.拉膜结构 TENSILE STRUCTURE 3 l S2 Q' J; O& }
53.台阶 STAIR 2 |' u( M7 S6 t |# h/ ?) N+ w, M
54.高尔夫球车停车场 PARKING ( GOLF CAR )
2 i1 ~( l' F1 R) e- W55.健身站 EXERCISE STATION
7 w5 }. t. ^- M' _4 Z/ L0 Q7 T56.晨跑小路 JOGGING FOOTPATH
' S( w2 [; \- b' z1 E3 a6 q! r$ k57.车道/人行道 DRIVEWAY /SIDEWALK ( {9 V7 h8 |( Y! ^. \8 C; e
58.人行漫步道 PROMENADE
$ \9 h3 ]+ ]3 E, D7 z59.瀑布及跳舞喷泉(入口广场) WATER FALL AND DANCING FOUNTAIN ( ENTRY PLAZA )
, e% `+ V& N5 `9 M60.特色入口 ENTRY FEATURE 5 x5 m& h! F4 j/ y; ?
61.石景广场 ROCKERY PLAZA |
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发表于 2010-3-17 03:10:33
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该项目的M1、M2的上半学期为集中授课阶段，课程选择自由度非常高，必修课程外有四五十门可选课程；两个学...
1.目前是离职还是在职2.为什么选择SSD3.工作项目中哪一个最有趣4.你在工作中的角色是什么？5.今后想做什...
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