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本帖最后由 Ｓ' 于 2010-3-17 22:38 编辑
1 A1 `2 U1 \" Q' L7 S
. ~/ u1 S: T; d) u' S3 u3 {4 H' d分享，攒RP考试用
; X; p2 v! v+ b' f不知道大家需要否，一层层贴吧:loveliness:
8 L4 i# Z8 S! R5 \+ y3 v————————————————————
( [4 _6 ~, Z2 }# N& f8 ]常用的建筑词汇
9 {& u, m1 V! [: w
% ^7 I% M7 t" j7 g( E9 NA
- c8 H. d% L v t+ F5 Nacceptable quality 合格质量$ \/ ?7 J) v+ A$ U" I( e. W
acceptance lot 验收批量7 E g9 b0 B- n: u
aciera 钢材 m: w N/ |( Z' A! C6 x
admixture 外加剂
9 N4 _7 k$ ]% A6 zagainst slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数
! ~: x7 F( Y1 y) @0 raggregate 骨料
" M4 E- S5 u: S& kair content 含气量
" \: h/ Q+ b: `) Gair-dried timber 气干材
) t, Y+ l/ b8 X/ j/ u" T, Fallowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比8 L" k6 p) a! N/ D* V! \9 s
allowable slenderness ratio of steel member 钢构件容许长细比
2 w8 Y1 r' r4 ?, {allowable slenderness ratio of timber compression member 受压木构件容许长细比& v8 z4 Q$ ^2 J# F; M# e5 O* M
allowable stress range of fatigue 疲劳容许应力幅
5 I% {$ `; f l, ^2 eallowable ultimate tensile strain of reinforcement 钢筋拉应变限值5 Q* R! @) c ]5 y1 f z9 A9 D
allowable value of crack width 裂缝宽度容许值
" @/ L& k; c. f6 [6 ~8 c# O+ s# |. Qallowable value of deflection of structural member 构件挠度容许值
' n0 k& d7 D( z4 nallowable value of deflection of timber bending member 受弯木构件挠度容许值2 J6 N4 i6 A' n. t
allowable value of deformation of steel member 钢构件变形容许值9 ]/ |" ]5 _ x6 u _+ t+ i
allowable value of deformation of structural member 构件变形容许值
" |# a( B2 h3 Y3 c5 P' yallowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值
( `7 {, o5 m: C# F/ a3 T) u) Qamplified coefficient of eccentricity 偏心距增大系数; V. O8 t" x7 a9 O4 k
anchorage 锚具
0 M& @- T' x8 t3 f- b: Q8 | tanchorage length of steel bar 钢筋锚固长度
( z5 i4 v8 Q9 `* O; Happroval analysis during construction stage 施工阶段验算 P$ E9 `' B- N9 c1 E7 x/ O
arch 拱
7 U* f& p2 Y. z# f/ harch with tie rod 拉捍拱
( _2 O2 N9 w, garch—shaped roof truss 拱形屋架
1 ^2 |% Z- S' c/ v; B- t8 J- Yarea of shear plane 剪面面积7 A5 u, ? X" m7 N5 q* K
area of transformed section 换算截面面积
* a" q; l) b$ S! }aseismic design 建筑抗震设计* W$ H3 x# ~' V5 T# r9 b) k
assembled monolithic concrete structure 装配整体式混凝土结构
: g( T a% E2 M; L, ]" b# u- N& Xautomatic welding 自动焊接
1 z. R. M& ^& M! e I8 ]: Dauxiliary steel bar 架立钢筋6 ~# ^1 z& w A% y1 ^
B 2 w# A* H5 S. i; C6 `
backfilling plate 垫板! u) k) \; e( X. O7 P+ k
balanced depth of compression zone 界限受压区高度
F2 O* U% h/ |& T0 S& q1 Q; qbalanced eccentricity 界限偏心距, E {# a# T# s/ F8 p2 v) T" E
bar splice 钢筋接头% J5 W! k4 n5 U1 |# c0 u
bark pocket 夹皮* I& E2 P" m9 A, z+ N$ q
batten plate 缀板6 @/ S3 A: G+ U5 _! L
beam 次梁
" {: \, d8 l% Y9 mbearing plane of notch 齿承压面(67)
/ a/ Z/ z9 u4 L0 j; Ibearing plate 支承板(52)
+ Y, Q7 m: Y1 W9 [" j( K- ~bearing stiffener 支承加劲肋(52)
; v4 P9 O& |7 e; \; J3 ]( ~bent-up steel bar 弯起钢筋(35)3 A# {% S: _# q
block 砌块(43)
; d$ V; o+ A' cblock masonry 砌块砌体(44)0 ]3 X3 ^+ `3 m' }
block masonry structure 砌块砌体结构(41) i) H$ ]: b7 O! I
blow hole 气孔(62)' g+ r. [4 l1 F$ {
board 板材(65)# z' p' m! I5 m* P; k" R
bolt 螺栓(54) ~) x$ j/ n8 w) M$ z( B
bolted connection (钢结构)螺栓连接(59)) O( N( m9 X. T, c! [
bolted joint (木结构)螺栓连接(69)) j6 E$ n+ K0 t, c7 g) d
bolted steel structure 螺栓连接钢结构(50), N& \5 k h9 D0 @ C( x
bonded prestressed concrete structure 有粘结预应力混凝土结构(24)
+ w9 \ a0 _% I0 R, M* O. Mbow 顺弯(71). J4 c! Y0 J& t" d1 R
brake member 制动构件(7)
2 C6 P: _8 W0 O7 w& wbreadth of wall between windows 窗间墙宽度(46)5 o) X, l( b7 C8 t: w) v; l
brick masonry 砖砌体(44)7 g) d; W! I5 }5 M/ {( y0 |
brick masonry column 砖砌体柱(42)
# E5 i" y5 O+ G) j6 R ?( J0 ^7 k5 dbrick masonry structure 砖砌体结构(41)
& C& C2 U! x: d( L+ Obrick masonry wall 砖砌体墙(42)
0 i: J% X7 P: {% ]broad—leaved wood 阔叶树材(65)
8 q9 D& D" [1 Ibuilding structural materials 建筑结构材料(17)
( Q1 O) _" ?( L# nbuilding structural unit 建筑结构单元(3 i) H; Y8 x9 A9 M0 o
building structure 建筑结构(2
* A: _+ _: R" d0 v( xbuilt—up steel column 格构式钢柱(51
- U5 p5 [4 k4 p" p% Hbundled tube structure 成束筒结构(3
& l0 `6 I3 v4 M3 o4 H" \burn—through 烧穿(62
' B! G7 }, [9 T r0 K# Q- B9 E$ nbutt connection 对接(59
2 _$ b; E1 Q) ]7 P4 z! w0 [9 [butt joint 对接(70). u3 m* l1 j3 |7 Q6 Q0 p
butt weld 对接焊缝(60)' E4 z5 h; l1 W, _+ m" Y
C
( Z& J2 z: l- g: G" t7 h; p7 Acalculating area of compression member 受压构件计算面积(67)
- a6 I' G+ v- V" ^" H( ucalculating overturning point 计算倾覆点(46)( [' @2 o. z5 P3 t( ~% M M# k6 \
calculation of load-carrying capacity of member 构件承载能力计算(10)
$ A: A( |0 }. ]$ Ocamber of structural member 结构构件起拱(22)( w% @2 T2 D5 D; _3 L
cantilever beam 挑梁(42), v, D% t) A& o @
cap of reinforced concrete column 钢筋混凝土柱帽(27); [6 t5 P1 m1 R7 E
carbonation of concrete 混凝土碳化(30)
2 ]; c3 X) i1 h, B: k y' Z1 {1 Vcast-in—situ concrete slab column structure 现浇板柱结构
; b, p/ S6 X- t% y5 A: ]cast-in—situ concrete structure 现浇混凝土结构(25)
5 n+ M; X8 o0 {; o& A+ w# Q3 @cavitation 孔洞(39)
6 W' m2 X* c' G$ X2 ?# t, Rcavity wall 空斗墙(42)7 r2 @$ \/ w9 q
cement 水泥(27)# Z' C0 ^- N0 R( B- I
cement content 水泥含量(38)5 z [3 H$ @! p, R4 I6 T/ Z; D* `
cement mortar 水泥砂浆(43)
9 r6 t6 u {0 c5 B% Q0 P9 Fcharacteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14); m8 {1 i8 E5 k" m& j. l$ X& n
characteristi cvalue o fwindload 风荷载标准值(16)+ S- w& X( [: D/ A$ m8 A& |
characteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30)* L0 n! y# Y9 L; v5 ]: \
characteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)
$ T& Y [9 d, ?( R8 G Bcharacteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)
+ {; d, ?6 a5 \8 `characteristic value of earthquake action 地震作用标准值(16)
, _) n1 s1 {4 u. w, d, {characteristic value of horizontal crane load 吊车水平荷载标准值(15)
4 ^& W% c4 o, B5 }1 d( Zcharacteristic value of masonry strength 砌体强度标准值(44)$ u0 ^. j& \: J* s, ?! H
characteristic value of permanent action· 永久作用标准值(14)
8 g, |/ a% N4 ~* `/ ^% Dcharacteristic value of snowload 雪荷载标准值(15)7 F. I0 S. l# P9 f( e
characteristic value of strength of steel 钢材强度标准值(55)" g( p4 h' N9 h9 j( c
characteristic value of strength of steel bar 钢筋强度标准值(31)
! ?& f9 _7 k. v* l6 lcharacteristic value of uniformly distributed live load 均布活标载标准值(14)9 i$ z F% @/ u- V6 r
characteristic value of variable action 可变作用标准值(14)
1 H6 P/ ?6 v W! M7 Ccharacteristic value of vertical crane load 吊车竖向荷载标准值(15)
/ G) b4 q7 d2 ` H' y7 kcharaeteristic value of material strength 材料强度标准值(18)* l$ s; ~, ^. w% o, H
checking section of log structural member·， 原木构件计算截面(67)
5 C- G2 `* ~1 N4 v' S1 Echimney 烟囱(3): r2 y- p2 q3 n' C' N c
circular double—layer suspended cable 圆形双层悬索(6)/ F7 \. x! L. M Y) S
circular single—layer suspended cable 圆形单层悬索(6)2 F' N, c4 |4 J7 X6 y" M
circumferential weld 环形焊缝(60)! r! x7 b$ i9 o+ N2 B
classfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9)
2 x2 Z( F I4 Gclear height 净高(21)6 y' U, W6 e% [' d f7 w
clincher 扒钉(?0)
3 N# d6 n O0 U4 S' \8 u' |' S1 Ccoefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) 钢压弯构件等效弯矩系数(58) x9 l. \/ M5 ?+ }0 F
cold bend inspection of steelbar 冷弯试验(39)
$ e; D6 r+ `) Y2 ]) Jcold drawn bar 冷拉钢筋(28)
- G% d) S! W# p4 Pcold drawn wire 冷拉钢丝(29)
, Y; X" `; ~2 D* K/ ~ [8 {1 } Pcold—formed thin—walled sectionsteel 冷弯薄壁型钢(53)# T7 a Q: z* I. r# J
cold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50)
8 @4 c, E+ d; N- gcold—rolled deformed bar 冷轧带肋钢筋(28)9 D4 q6 I2 Y Q
column bracing 柱间支撑(7)
! H2 K1 M; h! K9 b( E" d$ }: l1 Jcombination value of live load on floor or roof 楼面、屋面活荷载组合值(15)
9 d# Y! |( f7 F; a" P1 Fcompaction 密实度(37)+ R& H' F m) s& N& Q* n9 z
compliance control 合格控制(23)
. A5 c x( O" ~' Q$ ~, T N' L& _composite brick masonry member 组合砖砌体构件(42)% O, G p& A5 P6 i! q
composite floor system 组合楼盖(8)
- F- i/ t( l! acomposite floor with profiled steel sheet 压型钢板楼板(8)
6 x- Z+ k9 |8 Fcomposite mortar 混合砂浆(43)# _3 s! D% o' L, ]- X
composite roof truss 组合屋架(8)
( d2 q; ^0 Z. J# W# q1 ocompostle member 组合构件(8)
& A5 U% k& Z4 _7 zcompound stirrup 复合箍筋(36)
* ~8 Z8 M( Q( f Ecompression member with large eccentricity· 大偏心受压构件(32)* t! `. p+ O" U, k" e/ z c
compression member with small eccentricity· 小偏心受压构件(32)
. y3 h1 T* ~0 L% m# R: Pcompressive strength at an angle with slope of grain 斜纹承压强度(66)3 c0 [& I0 a( Z' @% A5 l! D
compressive strength perpendicular to grain 横纹承压强度(66)
. C: | c: b: J, o( n/ l/ n! jconcentration of plastic deformation 塑性变形集中(9)" m! H8 R3 a) T! b2 R3 T9 C
conceptual earthquake—resistant design 建筑抗震概念设计(9)
$ s5 m) h' r+ o. p# Z1 nconcrete 混凝土(17)1 {! ]+ s- d6 V: j0 y' K5 w
concrete column 混凝土柱(26)
/ }: g2 d4 M. _5 `# r! zconcrete consistence 混凝土稠度(37)% M, H( ?1 _" P& d+ ^9 Z& o; a1 U
concrete floded—plate structure 混凝土折板结构(26)! T% L0 v$ [6 S( R# y
concrete foundation 混凝土基础(27)" M3 I9 @& {% m% J, \
concrete mix ratio 混凝土配合比(38)
9 Q( U# o7 h0 \: tconcrete wall 混凝土墙(27)
: ?+ X0 d7 p9 U) xconcrete-filled steel tubular member 钢管混凝土构件(8)) x* u$ w5 Y( ^1 D; c4 x
conifer 针叶树材(65)
3 n# H# ]; j$ vconiferous wood 针叶树材(65)- R/ w/ \6 o- G7 H/ p: z+ S4 l
connecting plate 连接板(52)
0 J. B9 k W% w+ g% T1 U( Aconnection 连接(21)& E" o }7 {! ?# }) g0 }. a
connections of steel structure 钢结构连接(59)1 i2 T, E6 X' @ r+ A- Q! G
connections of timber structure 木结构连接(68)5 X3 l& n3 p& o: L- D: o5 b# l" f
consistency of mortar 砂浆稠度(48)
( q8 l0 U* X U$ |* Pconstant cross—section column 等截面柱(7)
& q% l% Z; H @2 U |construction and examination concentrated load 施工和检修集中荷载(15)
+ N5 B8 W0 ^; T% k6 i: W `continuous weld 连续焊缝(60)
; h0 j) X: [: _1 V. ecore area of section 截面核芯面积(33)' \6 c4 g& ^) w3 o* z7 J
core tube supported structure 核心筒悬挂结构(3)# @# [, n1 F R" Q- X- B9 d
corrosion of steel bar 钢筋锈蚀(39)6 _6 M2 I& K1 S. s- ?
coupled wall 连肢墙(12). y- r: W8 M$ J7 z2 D7 L
coupler 连接器(37)7 A: r- Z1 i% O! B# k
coupling wall—beam 连梁(12)
6 u3 Q2 C4 M. V- K3 Hcoupling wall—column... 墙肢(12)' C) G, u* O0 u
coursing degree of mortar 砂浆分层度(48)
* e5 J" |# {( k3 f+ s+ acover plate 盖板(52)
: e5 o% Y# a) I' f7 E ?" ~covered electrode 焊条(54)) r# U( G, M2 [- D! y9 E( I3 M1 S
crack 裂缝(?0), y/ N2 |7 ?( h
crack resistance 抗裂度(31), ^: [) q+ {- e- R
crack width 裂缝宽度(31)3 n, R' u9 u( I3 l( T1 ]/ y& }
crane girder 吊车梁(?)
& |) ?8 `; l: Ecrane load 吊车荷载(15)7 V) S) Q/ a) X' L* L8 Z! K6 J
creep of concrete 混凝土徐变(30)
: y+ J! F& Q( H& ~: c& ?7 Rcrook 横弯(71)6 _& V) y3 U9 @4 B% L- j9 ~
cross beam 井字梁(6)+ ?0 \% q7 t( v% I
cup 翘弯
' h4 N/ E4 p# `1 u( }curved support 弧形支座(51)+ m9 L& z. ~2 u) q# m6 n
cylindrical brick arch 砖筒拱(43)+ U: b# C3 ^6 Z o& l. U6 D! \: t
D
; ?1 _ T9 F3 _; I9 O* Y3 K% Zdecay 腐朽(71)
# [ J: M. W: {' H! R: f! D5 E, udecay prevention of timber structure 木结构防腐(70)2 v# k7 t! Y% s8 o d
defect in timber 木材缺陷(70)
* I3 R. T2 d. G4 r1 Pdeformation analysis 变形验算(10)8 D+ a' Z2 h* a' h3 b' [# i" a
degree of gravity vertical for structure or structural member· 结构构件垂直度(40)
8 H$ S( L% F8 N* q9 B, B/ K# kdegree of gravity vertical forwall surface 墙面垂直度(49)
5 L& A8 L$ F9 ^& Odegree of plainness for structural memer 构件平整度(40)4 T+ F, `% P w, S/ g& x, O
degree of plainness for wall surface 墙面平整度(49)
8 ?2 t" J( g! R+ `% _( ^depth of compression zone 受压区高度(32)9 R! D9 ^$ \( v& E3 U) l y! _5 j2 k/ X. T
depth of neutral axis 中和轴高度(32)$ q% f% r& h w e4 a
depth of notch 齿深(67)
$ A0 A2 W/ o$ W+ |% t% Kdesign of building structures 建筑结构设计(8)
6 u' b/ O& w1 z, R/ V( T) P: gdesign value of earthquake-resistant strength of materials 材料抗震强度设计值(1* a; e% M5 b, @$ v! z
design value of load—carrying capacity of members· 构件承载能力设计值(1
4 C3 a' j. P" Y# p' }) A# I+ wdesignations 0f steel 钢材牌号(53! g8 u/ B9 G, L
designvalue of material strength 材料强度设计值(1
0 _! o* i' w H9 p ^# e; ldestructive test 破损试验(402 U) [" x1 `9 u- \/ W
detailing reintorcement 构造配筋(35
9 M3 i t- f& G) f% D& e( Edetailing requirements 构造要求(22& g* ~, J4 A$ J$ d: m6 t- T" M
diamonding 菱形变形(71)
! r, [% X: x: F+ `* o+ Jdiaphragm 横隔板(52
2 s6 Z0 l7 i& ?; p8 s7 Z" g Bdimensional errors 尺寸偏差(39)
: z+ K# |( n' g2 s/ u4 tdistribution factor of snow pressure 屋面积雪分布系数
* E$ ~) I4 p% k7 C4 G+ e3 odogspike 扒钉(70)/ `+ Q! _" {) J; g
double component concrete column 双肢柱(26)( B6 @! P- j4 M n7 V; K- b. E& k
dowelled joint 销连接(69)
5 y, t( u9 `( l, z1 [1 vdown-stayed composite beam 下撑式组合粱(8)
9 K& R R$ I9 B9 \8 ?ductile frame 延性框架(2)( _" ^! j$ v3 T+ Q0 W
dynamic design 动态设计(8)
" V8 q! O5 r: o, YE
, z8 b& r8 Z6 k6 G) K( ?earthquake-resistant design 抗震设计(9：
* k4 J$ H5 J, K% d' w( P/ L" [+ b% G! zearthquake-resistant detailing requirements 抗震构造要求(22)
# K" b: c j2 _7 feffective area of fillet weld 角焊缝有效面积(57)
3 R$ @( \/ s3 t* a! E2 Ueffective depth of section 截面有效高度(33)
/ k$ |- O7 L8 H x9 meffective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57)- u9 p, d) v! N5 ]3 x& I
effective height 计算高度(21)
2 F6 C/ {$ f$ ]2 c. ~effective length 计算长度(21)# C1 Q0 N Y. w& H8 D* m& }
effective length of fillet weld 角焊缝有效计算长度(48)% X, ]% i( [8 E' q8 l0 s. I
effective length of nail 钉有效长度(56)
/ M$ h% w7 X; g" b: H2 d7 Weffective span 计算跨度(21). @; J6 j* n- j* ]; B8 J4 ^- P0 r$ r, K
effective supporting length at end of beam 梁端有效支承长度(46)
. H) g3 F. f, H, U' _: Z' a7 `, heffective thickness of fillet weld 角焊缝有效厚度(48)
1 M) F* N' v6 g+ K2 delastic analysis scheme 弹性方案(46)9 E+ r1 q7 O/ }7 a. P
elastic foundation beam 弹性地基梁(11)( Y( n9 M9 I4 G, s* s
elastic foundation plate 弹性地基板(12)
1 _- n9 c/ G: h x# \elastically supported continuous girder· 弹性支座连续梁(u)
/ g9 H6 r. I; |, `elasticity modulus of materials 材料弹性模量(18)9 D w: d& F, e9 A1 I
elongation rate 伸长率(15)+ R/ C* ~$ y2 l3 p
embeded parts 预埋件(30)
7 Q$ u y6 @* J6 E& renhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14)
+ c: B/ E7 L9 U% Y; b0 yentrapped air 含气量(38)2 F% x1 c( ^7 c: _$ V7 B& a
equilibrium moisture content 平衡含水率(66)
) K8 x" j5 E2 [- Z6 r5 Oequivalent slenderness ratio 换算长细比(57)
+ a( s9 i/ H* G+ c' Uequivalent uniformly distributed live load· 等效均布活荷载(14)6 t0 V" f( u$ ]( z
etlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58)
+ g7 T* x+ b+ ^$ U5 X" jettectlve cross—section area of bolt 螺栓有效截面面积(57), P4 c: Q1 h/ {2 |9 b: g4 w
euler's critical load 欧拉临界力(56)2 [: A2 Y4 S! B" C2 [& ]
euler's critical stress 欧拉临界应力(56)
& g: t5 o/ ]5 H4 K, {- t6 [excessive penetration 塌陷(62)
, ?$ y1 Z! c- [& B) ^7 R1 ZF
1 p7 C, C/ e9 g2 N. Y, @2 Dfiber concrete 纤维混凝仁(28) \" j( |' f! O9 m) x1 Q2 M9 d
filler plate 填板门2)
7 `# P% O+ ]: I8 H5 ffillet weld 角焊缝(61)% {% A6 e4 O# L. q4 y) c* S$ ^3 [; w
final setting time 终凝时间()% F3 M& w$ }+ {# e8 j
finger joint 指接(69)$ \* h4 J5 m k5 Q: H" l3 p9 t
fired common brick 烧结普通砖(43)
4 f2 s9 o! o3 o: n) A/ qfish eye 白点(62)
' g$ P5 n+ u# y) N3 k& Z3 lfish—belly beam 角腹式梁(7)
' }! ^# ~+ o2 d3 B) _* mfissure 裂缝(?0)
" ^) g+ A; a, ]1 y0 K Gflexible connection 柔性连接(22)! @" D. x+ }+ T1 g( R
flexural rigidity of section 截面弯曲刚度(19)
; g! O( [; ?- m& e+ W2 E6 Tflexural stiffness of member 构件抗弯刚度(20)
9 `2 h {. b" U; j/ D% jfloor plate 楼板(6)# f: |7 ]% {% _7 ]' c
floor system 楼盖(6)
) Y' `3 v3 f+ ]: F" zfour sides(edges)supported plate 四边支承板(12)( s2 s# R- A- |, m9 f( G. @
frame structure 框架结构(2)
, f( A4 H2 d: m8 q. }frame tube structure 单框筒结构(3)
2 m0 o# b* |! P5 ?; |! o9 m5 ?) |$ B* C/ Yframe tube structure 框架—简体结构(2)
+ c' w% e) B0 L0 q) Cframe with sidesway 有侧移框架(12)
0 P# `! m. l' Z6 j( Uframe without sidesway 无侧移框架(12)
% H/ f5 R1 g* `" \frange plate 翼缘板(52)/ ]: \: A$ z; x: Y9 M
friction coefficient of masonry 砌体摩擦系数(44)
3 K$ `- ^% P; I3 Zfull degree of mortar at bed joint 砂浆饱满度(48)# b) P) Y. A" M2 W
function of acceptance 验收函数(23)
9 b* {+ _ O0 w* kG / l1 R; O. w6 q3 c+ j; |& w8 `7 S
gang nail plate joint 钉板连接()
+ [# @( W0 L1 U% U! _" s# n' T. _& _glue used for structural timberg 木结构用胶1 c, X! Q5 n+ `4 O3 T% u) N
glued joint 胶合接头/ ~2 R4 b/ W3 ], O* w. T
glued laminated timber 层板胶合木(¨)9 _7 ]' X: y! S3 i: P
glued laminated timber structure 层板胶合结构‘61)( L* j. S/ A1 f, k1 g
grider 主梁((㈠
7 @% l7 N% U- q1 ?5 Y' Pgrip 夹具# @5 J% V* Y" ~) M
grith weld 环形焊缝(6÷))
% S# d% F% r) S8 lgroove 坡口
0 d- b# a2 {/ Igusset plate 节点板(52)
* ~8 U5 X: j1 D7 T9 r) NH
. U5 Q) m K7 {( T- x: e0 jhanger 吊环$ b3 V3 D7 e- h1 f
hanging steel bar 吊筋1 H3 }1 U; L+ J9 r# }/ s7 v( |* D
heartwood 心材
% } o( `0 C8 G* ?5 v3 _# sheat tempering bar 热处理钢筋(28)' a' n$ I! i- w0 Y) e0 ^' F' ] }) a
height variation factor of wind pressure 风压高度变化系数(16)8 v8 ~3 V6 S/ _0 }- s0 r5 I+ f
heliral weld 螺旋形僻缝
1 o/ M1 t; [8 j5 a- Zhigh—strength bolt 高强度螺栓6 I: v8 B; X. v3 p
high—strength bolt with large hexagon bea 大六角头高强度螺栓; d- u( w5 r1 H2 ~
high—strength bolted bearing type join 承压型高强度螺栓连接，
! G H, G% Z- M3 ?' ^/ j Thigh—strength bolted connection 高强度螺栓连接1 }/ c' C$ L+ Z1 V2 e" s& P0 t
high—strength bolted friction—type joint 摩擦型高强度螺栓连接
5 D0 G) B' o$ T' i$ P thigh—strength holted steel slsteel structure 高强螺栓连接钢结构
/ ~: I4 S6 `" e7 D k" O2 T4 Khinge support 铰轴支座(51)# n. _4 q: g4 k& [
hinged connection 铰接(21)
! Z( h$ _- F! p* C4 Lhlngeless arch 无铰拱(12)
5 O; r1 {$ Z- P/ ~/ ~hollow brick 空心砖(43): @" |4 J' s2 T0 u, k" {) J& q
hollow ratio of masonry unit 块体空心率(46)# t: _, A; g# V; h: \ l& q7 X
honeycomb 蜂窝(39)
3 p5 v, S. s r1 l2 `- @hook 弯钩(37)
! `4 V- M/ R! l, shoop 箍筋(36)
9 \% e: w" I Khot—rolled deformed bar 热轧带肋钢筋(28)
2 M4 n; [- r8 g5 ?8 R, vhot—rolled plain bar 热轧光圆钢筋(28)
* d1 q+ |7 I# G8 \1 l& yhot-rolled section steel 热轧型钢(53)
! r! A- [7 V( G9 W# g, Thunched beam 加腋梁(?)7 |& r7 @0 ]0 r) p6 E! p) d
I 4 H- h. H) T: b: I
impact toughness 冲击韧性(18)& I) X+ d4 b" ~7 y0 ]2 `
impermeability 抗渗性(38)
8 o5 Q; Z+ m: V$ F1 [# F! Xinclined section 斜截面(33); C+ k4 c ^% y' A9 a
inclined stirrup 斜向箍筋(36)% g3 t0 v+ ~. ^0 F, T
incomplete penetration 未焊透(61)7 I! X% {* Q- y( G
incomplete tusion 未溶合(61)
5 W; C5 c) \/ Xincompletely filled groove 未焊满(61)
0 q, T/ u9 ~# C) h4 U! I% T. u: Aindented wire 刻痕钢丝(29) S! D! e! ]4 D! G( x" u0 [/ F
influence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46)7 k* O# q3 K% E7 _* E8 D
influence coefficient for spacial action 空间性能影响系数(46)) h ^( e5 ]: ]( r" B) D; Y* Q' Q
initial control 初步控制(22)' M5 d8 W* z' u" s' T
insect prevention of timber structure 木结构防虫(?o)
( m. X( M5 e# X3 l* Winspection for properties of glue used in structural member 结构用胶性能检验(71): S# `" b8 p) R6 @
inspection for properties of masnory units 块体性能检验(48)/ w" M/ ]# I$ N. Q/ i! O
inspection for properties of mortar 砂浆性能检验(48)2 ?( s( b, j( {! M- ^- y
inspection for properties of steelbar 钢筋性能检验(39)
/ S1 y, K9 w$ g6 {$ N3 @( _& t4 b" Sintegral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)
A2 |$ {# J: y. D) h4 D- m% iintermediate stiffener 中间加劲肋(53)
E* @8 b i& ^: T/ e$ n% t! uintermittent weld 断续焊缝(60)
+ W, D) h4 j7 v7 k. {& WJ * ~) U0 t0 u2 u, j
joint of reinforcement 钢筋接头(35)
# ?2 A% N1 T- V' ]( I5 l) S( JK
0 ]" }. P i% Z: G/ w4 ]4 F1 Okey joint 键连接(69)
8 b5 J N8 a8 w, R) j$ i* T# j. gkinetic design 动态设计(8)
8 q( o5 L7 m- Aknot 节子(木节)(70)4 z+ F4 b% M, b+ S2 G m
L
' e* b" A9 P& p+ n/ ~. Q7 \laced of battened compression member 格构式钢柱(51), E5 G4 C4 h% [( @$ W( A4 x
lacing and batten elements 缀材(缀件)(51)% G; J2 S+ g) e
lacing bar 缀条(51), E& o7 t7 T0 L* T: \2 y5 q
lamellar tearing 层状撕裂(62)
- i2 p0 K5 D* V2 O: |( z; c' U- Klap connectlon 叠接(搭接)(59)
( o8 d7 S7 b1 l; V5 o, ?3 glapped length of steel bar 钢筋搭接长度(36)+ H7 D1 _7 K( u2 R
large pannel concrete structure 混凝土大板结构(25)
6 p9 o% O; d; l, Y6 L, D: olarge-form cocrete structure 大模板结构(26)
! g1 \4 W( @2 g( Blateral bending 侧向弯曲(40)- i& g1 A* B3 K' Q
lateral displacement stiffness of storey 楼层侧移刚度(20)
9 M- q. P1 h& |! q4 H6 N0 B* Klateral displacement stiffness of structure· 结构侧移刚度(20)* z' j! I3 `, A3 p0 x
lateral force resistant wallstructure 抗侧力墙体结构(12)( `9 c3 n1 b& ]- I3 M1 U; A
leg size of fillet weld 角焊缝焊脚尺寸(57)3 r' b3 D' ^& F5 {5 g
length of shear plane 剪面长度(67). H% w6 O. O6 N8 O
lift—slab structure 升板结构(25)
& o0 n" a& i) ]; W; m0 llight weight aggregate concrete 轻骨料混凝土(28)
6 g" U- |+ n* E; Glimit of acceptance 验收界限(23)* j" h0 s* L8 R Z
limitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47)# ?, K! ]- m1 z$ Z" d* R
limiting value for sectional dimension 截面尺寸限值(47)
% j e# h4 |3 M& Ylimiting value for supporting length 支承长度限值(47)
& E/ G+ B' E1 D0 H ~) Z3 s2 r7 C5 rlimiting value for total height of masonry structure· 砌体结构总高度限值(47)' E0 b% }% C# j8 ^& W
linear expansion coeffcient 线膨胀系数(18)- I& v+ b+ O: f9 k% X' c
lintel 过梁(7)
& }8 q* y; P! b$ t8 w( vload bearing wall 承重墙(7)
2 s4 R# Z4 o1 m6 B- k; _load-carrying capacity per bolt 单个普通螺栓承载能力(56)
) l, O9 z) M* d* j2 m( Eload—carrying capacity per high—strength holt 单个高强螺桂承载能力(56)
* y4 F9 w8 z: t w' lload—carrying capacity per rivet 单个铆钉承载能力(55)
( V7 y! \9 v4 Z7 Q5 P( G2 [( glog 原木(65)' ^( D- \- P$ E) I3 x+ o
log timberstructure 原木结构(64)4 G% q% U! r' _4 [' h \ I6 Y- g
long term rigidity of member 构件长期刚度(32); P$ t% D1 L2 j# l# i- i3 i/ {; m6 ?
longitude horizontal bracing 纵向水平支撑(5)
4 d( K1 w4 v1 Clongitudinal steel bar 纵向钢筋(35)4 J ~8 ^4 L$ r( K) r
longitudinal stiffener 纵向加劲肋(53). u; D0 J2 }- T0 V, a3 A
longitudinal weld 纵向焊缝(60)
: |, g [- g4 W6 R2 o) Z, B6 rlosses of prestress ‘预应力损失(33)
' p: [- P/ M; |lump material 块体(42)* v0 [: x0 N8 ]: J
M 7 M$ o; o. L5 O" |; X) q0 w. h
main axis 强轴(56)
- Z @' C( L# C/ v. R7 Lmain beam· 主梁(6): p" J0 }, d) Y6 H- C( s% @
major axis 强轴(56)
4 O7 e) N( C' {# y) ^manual welding 手工焊接(59)/ D" A; z3 H9 {8 P, J; y
manufacture control 生产控制(22)8 J# B& V, n! E$ c! u0 ~
map cracking 龟裂(39)6 q- `( I% |3 `
masonry 砌体(17)6 }+ T1 o: f+ Z* [4 c
masonry lintel 砖过梁(43)) i/ f# g9 e! s( U5 M
masonry member 无筋砌体构件(41)
# h8 o+ P s& [5 [% r' Rmasonry units 块体(43)0 X* W9 |$ {: e: c
masonry—concrete structure 砖混结构(¨)4 _, f6 V" \) D: m% i6 T
masonry—timber structure 砖木结构(11)
, h. ~% a2 O1 }mechanical properties of materials· 材料力学性能(17). O2 Z* l. F/ _5 Y
melt—thru 烧穿(62)
/ v* [8 f; O+ `) {method of sampling 抽样方法(23)
1 H) x& ]0 }- V8 V* O$ l4 S% l1 Sminimum strength class of masonry 砌体材料最低强度等级(47)
& C- q; |; ]! A3 rminor axls· 弱轴(56)0 n b+ R( |3 x# K2 D
mix ratio of mortar 砂浆配合比(48)
# ?0 G9 E+ d3 b6 r' }mixing water 拌合水(27)
8 N3 P) X" u8 x5 J& _/ Z1 vmodified coefficient for allowable ratio of height to sectionalthickness of masonry wall 砌体墙容许高厚比修正系数(47)
6 y2 V' Y4 h2 Y" C( omodified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68)
$ J/ F }$ V6 O; i. D4 V% |6 dmodulus of elasticity of concrete 混凝土弹性模量(30)
1 ]9 o+ c, U/ nmodulus of elasticity parellel to grain 顺纹弹性模量(66)/ v2 ]$ x e* t! }1 h& J" n
moisture content 含水率(66)* Y3 v. k8 I" K& x
moment modified factor 弯矩调幅系数
8 ~9 a1 L0 w# g: M6 Mmonitor frame 天窗架$ D C4 o9 a$ _) I( e
mortar 砂浆; @3 W% o8 _3 N$ P
multi—defence system of earthquake—resistant building· 多道设防抗震建筑8 l/ t9 h9 Q% P X
multi—tube supported suspended structure 多筒悬挂结构
" e% }7 u0 p$ RN % ]+ G& b) s( R% \7 ?6 u
nailed joint 钉连接，" u. X4 a; S) x: @& m1 g+ N+ L
net height 净高l) B' X" h) X6 J* r1 \
net span 净跨度
" J6 [8 [$ \$ |7 N9 k+ k/ dnet water／cementratio 净水灰比0 ?! g% T# w: I. m' @. n
non-destructive inspection of weld 焊缝无损检验- o$ Z- |/ k2 L5 p" l0 a( [ L
non-destructive test 非破损检验
3 L+ K6 c, O6 c/ D nnon-load—bearingwall 非承重墙6 F9 X+ B+ M2 f$ K% E7 O
non—uniform cross—section beam 变截面粱
& }- `# h9 A( W l; `; U* F# Lnon—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数
! b4 q. _9 r( S+ w1 Y% N$ Tnormal concrete 普通混凝土* l) o7 ]4 D8 ?9 E- i
normal section 正截面! _9 ^" p$ h w
notch and tooth joint 齿连接
) d m, n E0 W" F! m2 j+ Inumber of sampling 抽样数量. C) z: T ?0 L) Z- e/ l
O
6 @! }" i' O% J; }) Hobligue section 斜截面
* i: {. p4 y; O6 ~9 e3 Doblique—angle fillet weld 斜角角焊缝
/ b0 w- y# d) w: c x- y$ F5 Aone—way reinforced(or prestressed)concrete slab‘‘ 单向板; a" d0 s# g5 ~1 }
open web roof truss 空腹屋架，
7 c) F0 U/ m2 Q! F) `, Xordinary concrete 普通混凝土(28)
9 a# B6 ~1 N- o( T6 p7 |; R _7 qordinary steel bar 普通钢筋(29)0 E" S+ _- ]4 v* f2 s0 x- _
orthogonal fillet weld 直角角焊缝(61)6 w7 Q& \1 B! q5 [% ]
outstanding width of flange 翼缘板外伸宽度(57)
. {" g1 K! ]- v* Eoutstanding width of stiffener 加劲肋外伸宽度(57)& f: \" d6 Z# X- M; N8 |
over-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58). L' G$ ]6 J5 f$ t; ^
overlap 焊瘤(62)9 I5 L; G& z& Y+ \. x
overturning or slip resistance analysis 抗倾覆、滑移验算(10)
) N, Z% n1 J' d. tP + T$ s9 V3 K8 x1 w! C" c
padding plate 垫板(52)
' A3 a& k* e7 |. F+ B6 A' zpartial penetrated butt weld 不焊透对接焊缝(61)
+ n2 W+ O/ D- I: Upartition 非承重墙(7)
- g. g1 {7 J- ]5 \penetrated butt weld 透焊对接焊缝(60)
! ^/ P7 S9 \ J& F* Vpercentage of reinforcement 配筋率(34)
" Y- M* ~' B/ iperforated brick 多孔砖(43)8 d& b4 y( G' _& O7 f1 ^: E2 \
pilastered wall 带壁柱墙(42)
1 m$ a5 K& y& x" @/ Z" h. u! |& ?9 k% Npit· 凹坑(62)6 y$ a; o% A% v# P
pith 髓心(?o)
9 v- J+ a7 l, j/ H, c$ t" p! wplain concrete structure 素混凝土结构(24)
; a1 t) i; ]2 E, r6 _1 B. C. Aplane hypothesis 平截面假定(32)0 v) f* X8 P0 P- J2 m2 x& }. `
plane structure 平面结构(11)
. S. h: D+ C' \; d/ n/ Oplane trussed lattice grids 平面桁架系网架(5)2 Y$ G$ Y1 L/ p' o
plank 板材(65)1 h% Q: T$ N& k, ]* X* N
plastic adaption coefficient of cross—section 截面塑性发展系数(58)
4 C4 L3 P; N mplastic design of steel structure 钢结构塑性设计(56)/ E9 ?; i* x0 W/ X
plastic hinge· 塑性铰(13)
! R" L( e. O2 Z. l t- wplastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34) |0 e9 n5 I% e8 H
plate—like space frame 干板型网架(5)" {0 V4 P( g; \) a D: G
plate—like space truss 平板型网架(5)" Q: z7 [) Y: ]0 ^) Q
plug weld 塞焊缝(60)
$ I; O3 n1 P+ M% @ m/ yplywood 胶合板(65)1 I' ] ?+ C: _; C. d1 }
plywood structure 胶合板结构(64)
. J+ r6 _& h3 b5 Spockmark 麻面(39)4 \* K" l |7 M- a9 ]2 [
polygonal top-chord roof truss 多边形屋架(4)) O( l2 A* \9 }% S# N" d( e c. f
post—tensioned prestressed concrete structure 后张法预应力混凝土结构(24)# A6 {* w3 i7 T
precast reinforced concrete member 预制混凝土构件(26)3 K6 i5 ~5 K: k7 S3 Z& z/ P
prefabricated concrete structure 装配式混凝土结构(25)# I' r4 V. [' g& _
presetting time 初凝时间(38)- i0 ^, g/ E* w. t8 G S
prestressed concrete structure 预应力混凝土结构(24)
5 j. u6 ]+ l4 K3 L, {5 Bprestressed steel structure 预应力钢结构(50)2 J4 n! ]0 ~5 [5 [4 J
prestressed tendon 预应力筋<29)* \. C: n; t) a
pre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24)2 o( e8 L! S# a% \ T2 e
primary control 初步控制(22)
% n5 \6 a: P' R" V$ j! fproduction control 生产控制(22) W1 M( |, ^5 A$ i- o# {
properties of fresh concrete 可塑混凝土性能(37)1 @4 V9 `8 n5 k& O+ e
properties of hardened concrete 硬化混凝土性能(38)
; ~3 W4 p$ P5 X3 Rproperty of building structural materials 建筑结构材料性能(17)
% t) T! x" S5 }0 D" epurlin“—””— 檩条(4)/ A) K( h+ T' }( m' w! F
Q # ^; ~6 m3 X6 N. o+ M; ^
qlue timber structurer 胶合木结构(㈠)
$ a4 s( }: w" h# Y. _quality grade of structural timber 木材质量等级(?0)
% r# z8 }: [3 M+ _# v! Wquality grade of weld 焊缝质量级别(61)
; b) B6 p7 Q1 C' m3 a/ \& zquality inspection of bolted connection 螺栓连接质量检验(63)( v' q6 u! ?" _" ^
quality inspection of masonry 砌体质量检验(48). ` q1 j8 E- u
quality inspection of riveted connection 铆钉连接质量检验(63)5 ]1 O$ v) ?6 ]3 Y( H
quasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15)
# t5 p( L7 v+ L' g( K4 @. H6 mR
& s0 {: S+ Y/ Y1 ?* a, e' Cradial check 辐裂(70)
1 p/ z1 U6 c' _7 cratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35)
- D* b$ n( P+ w3 h+ U' H1 Fratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48)
! `0 R v: F1 I! Y6 s0 z5 Mratio of reinforcement 配筋率(34)
; q; S' J7 [: d; rratio of shear span to effective depth of section 剪跨比(35)
4 P- L2 T+ P. J. B, o( f, ^$ b5 f. Tredistribution of internal force 内力重分布(13)6 L8 q( Q% A% v+ Z3 O$ N4 f, u0 M
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)
9 e# E% q3 R" Oreducing coefficient of liveload 活荷载折减系数(14)
( C. u- R$ Z, Nreducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)% `4 A3 A7 F& j) j q. X- N; Z
regular earthquake—resistant building 规则抗震建筑(9)3 W4 s& E5 G4 I
reinforced concrete deep beam 混凝土深梁(26)
8 g) w8 [1 ^4 S( W$ w: Z0 Xreinforced concrete slender beam 混凝土浅梁(26)/ g: L: ^- k- d/ D( ]
reinforced concrete structure 钢筋混凝土结构(24)8 T1 E+ z5 Z7 R r/ Z' e. h$ v
reinforced masonry structure 配筋砌体结构(41)
/ p" h b6 M5 h$ [reinforcement ratio 配筋率(34)
+ J! u1 Y8 R: d2 O/ zreinforcement ratio per unit volume 体积配筋率(35)5 M# a. d; y: a: E% @7 z
relaxation of prestressed tendon 预应筋松弛(31)
" S8 B) {' n8 K( D) h+ |- Srepresentative value of gravity load 重力荷载代表值(17)# x/ X3 k2 Q) D, l
resistance to abrasion 耐磨性(38)0 H4 [! q! W" U/ d7 K2 S
resistance to freezing and thawing 抗冻融性(39)
% o# M/ z* u' R1 G/ Y4 C) J: b; hresistance to water penetration· 抗渗性(38)& Z9 A y" i- v) a. c" J3 U: g$ B
reveal of reinforcement 露筋(39)8 r9 W" e/ K; Y; q1 T
right—angle filletweld 直角角焊缝(61)
) S1 u/ u3 |* Nrigid analysis scheme 刚性方案(45)/ E5 d# [7 ~; c& x7 h z1 R
rigid connection 刚接(21)8 p: n: ]) X! j+ G
rigid transverse wall 刚性横墙(42)
. b1 J. T6 i3 y! \4 W5 f7 }rigid zone 刚域(13)
1 x' Q" r" U3 r3 ^& srigid-elastic analysis scheme 刚弹性方案(45)1 u. H- t( J$ j3 O0 p" L4 a
rigidity of section 截面刚度(19)
7 q8 O2 q8 r- g a: l' crigidly supported continous girder 刚性支座连续梁(11)
: T" v" k1 y' D" @' d9 s5 Zring beam 圈梁(42)
1 z& O6 Z& t# \# A0 [1 S Vrivet 铆钉(55)1 u- c" I: v. s- X& D% W0 L0 @ @* B
riveted connecction 铆钉连接(60)2 r9 K8 J5 R( Y) I8 x/ y1 \
riveted steel beam 铆接钢梁(52)
& N: T$ X# [9 l" c! h' B0 ariveted steel girder 铆接钢梁(52)5 I5 B/ E+ W3 W$ V! L4 V3 |
riveted steel structure 铆接钢结构(50)
+ {9 n3 M9 p; {) f j# F0 Q/ orolle rsupport 滚轴支座(51)
6 p3 g8 x& e1 U/ \rolled steel beam 轧制型钢梁(51)+ G) n H* x* A: Z
roof board 屋面板(3)
& E c* x1 |# L6 kroof bracing system 屋架支撑系统(4)' Q& w) l3 q& T) `1 P# B0 t
roof girder 屋面梁(4)
+ K4 W) b: U6 K2 w4 L# v, ]roof plate 屋面板(3)
8 U( F5 O" P n6 _roof slab 屋面板(3)
* N) |# e% k/ l: y) B! U! Xroof system 屋盖(3)% v& j/ w4 P# p A7 Q+ e9 u8 Q
roof truss 屋架(4)) w" P" y* E0 v4 W* O) m# b& Y
rot 腐朽(71)
: [/ L" g. R8 Z$ \: ~) R" \) `round wire 光圆钢丝(29)5 Q7 ]- A/ Q) Q6 p6 g
S
1 E$ G! A2 Z% |& y% usafety classes of building structures 建筑结构安全等级(9)1 t, P0 {1 l, A6 J5 k* l9 e
safetybolt 保险螺栓(69)
; y. g7 X4 j( `* [sapwood 边材(65)7 z/ F. h. j2 ]3 `- G" k: ]6 i( X/ w
sawn lumber+A610 方木(65)5 D, X$ x+ h+ T, A2 a3 J& k
sawn timber structure 方木结构(64)
4 b& Z" I' c( k' G" Z$ ksaw-tooth joint failure 齿缝破坏(45)
+ r9 f9 C& s e6 K2 iscarf joint 斜搭接(70), K: n( o! I7 h3 P) @
seamless steel pipe 无缝钢管(54)
. V2 \& r$ ~- _# o6 qseamless steel tube 无缝钢管(54)2 S( r+ ~' q9 s. n$ @' @5 z7 W( \
second moment of area of tranformed section 换算截面惯性矩(34)
+ X; ]# Q' Z+ Z$ Z2 ]second order effect due to displacement 挠曲二阶效应(13)! i0 U6 b# e9 s' g
secondary axis 弱轴(56)
9 X' `. ~' w7 u7 m* i/ v0 p& [# G% `) ^6 \secondary beam 次粱(6)
, k( ~* L" A* A& P& Msection modulus of transformed section 换算截面模量(34)
7 o9 n4 O! z2 N- ?8 G' ^* U [$ s! Hsection steel 型钢(53)
9 F+ h7 r' [4 \& Ysemi-automatic welding 半自动焊接(59)8 K9 j0 f3 D4 P1 C3 z- T+ q( }3 F
separated steel column 分离式钢柱(51)
. O, |1 q1 ~5 ^# k nsetting time 凝结时间(38)+ ]: b0 R) }. ~
shake 环裂(70)
5 v1 m( ?& c$ x' K9 \! Eshaped steel 型钢(53)' T4 @, q% G& w0 H; N- ?; ]
shapefactorofwindload 风荷载体型系数(16)
1 o' I2 W" e& F/ Vshear plane 剪面(67)
3 W7 n" Y. Y- p' }shearing rigidity of section 截面剪变刚度(19)
2 O K' K1 w) f. K# W2 b' t* b/ `$ nshearing stiffness of member 构件抗剪刚度(20)3 F/ R6 ~0 L5 q, L
short stiffener 短加劲肋(53)' K2 ?: L4 t2 ]* c2 p
short term rigidity of member 构件短期刚度(31)
2 F! d8 M8 ^1 h( f) ushrinkage 干缩(71)
- O c# P2 |( x* Hshrinkage of concrete 混凝干收缩(30): g2 g U& _% S/ K+ L& [7 }2 r( Q/ k
silos 贮仓(3)
( v# H: c- l2 Q% iskylight truss 天窗架(4)
, R3 F; ]+ R2 v/ B% ]slab 楼板(6)/ ?& I* M' X0 i' J
slab—column structure 板柱结构(2)* J4 G; a! c! C. K/ A1 p7 e
slag inclusion 夹渣(61)
: V3 {! L+ p! h# V! ~9 E) E0 msloping grain ‘斜纹(70)- Y. o$ O6 [8 L1 Q6 a
slump 坍落度(37)
! {) w( ~; ^7 O/ ksnow reference pressure 基本雪压(16)- f- O! E0 R K8 v( m. {
solid—web steel column 实腹式钢柱(
- `. }3 n! w9 v# m8 g. I: w% Yspace structure 空间结构(11)( U8 q c$ c4 X) K, I3 U" A
space suspended cable 悬索(5)( b: l' ~: y3 r9 B5 [- W" U
spacing of bars 钢筋间距(33)8 l; X' R! A5 u
spacing of rigid transverse wall 刚性横墙间距(46)' I" A* q. L! a8 d5 @* }/ |5 L, U3 z7 M
spacing of stirrup legs 箍筋肢距(33)' c9 i% v' C- w4 E2 V
spacing of stirrups 箍筋间距(33)
) b( e3 ], l6 {$ J5 K0 pspecified concrete 特种混凝上(28)
- a) k' k. ?! Q) V- E# pspiral stirrup 螺旋箍筋(36)
1 c4 S# j" B j7 Rspiral weld 螺旋形焊缝(60)) \; _# ?: `# P$ w( N
split ringjoint 裂环连接(69)
' B/ `; f$ H# B: b1 q. q. Vsquare pyramid space grids 四角锥体网架(5)
( `; V0 x: r; l9 j: H2 z+ Sstability calculation 稳定计算(10)3 P/ A4 {# ^6 p' y& N% W
stability reduction coefficient of axially loaded compression 轴心受压构件稳定系数<13)! `; k0 z& A I
stair 楼梯(8), {# V8 S: i1 g
static analysis scheme of building 房屋静力汁算方案(45)
Z ^7 \( u9 w$ m. C3 V, ^. Ystatic design 房屋静力汁算方案(45) R0 }. Z) z" X; S7 p' W
statically determinate structure 静定结构(11)8 R3 u- B6 p0 w/ e- k7 x
statically indeterminate structure 超静定结构(11)
* |1 z: }) O8 Dsted 钢材(17)
7 e$ s2 {0 ~8 bsteel bar 钢筋(28)
2 A9 ?- b% A: Z. i" j) p qsteel column component 钢柱分肢(51)2 d4 p! W. l% |% ?9 ]
steel columnbase 钢柱脚(51)9 L/ ?- \6 _' B0 A" |: }5 Y+ q* ]" H
steel fiber reinforced concrete structure· 钢纤维混凝土结构(26)# p1 v# U: R, Z& o7 E7 _& Z
steel hanger 吊筋(37)5 ]4 n/ a9 s1 r: n6 G' ]
steel mesh reinforced brick masonry member 方格网配筋砖砌体构件(41)
# C) u7 u; E: u! y3 [8 Gsteel pipe 钢管(54)) ~0 ]# [) Q) T
steel plate 钢板(53)
4 C6 L# H7 k3 j+ x5 {steel plateelement 钢板件(52)
w3 k) x& t$ \/ \2 Wsteel strip 钢带(53)9 t! h, `/ r- X! J
steel support 钢支座(51)0 N5 J( m) h" k- a' \/ j c
steel tie 拉结钢筋(36)
' m k# |1 H D# x' w; @4 asteel tie bar for masonry 砌体拉结钢筋(47)1 t- K- ?7 z) z" o$ \' Y. ^/ \
steel tube 钢管(54)
, J& p2 R8 o- ^1 @& g( }steel tubular structure 钢管结构(50)
# @+ a- A6 C9 p& E' o( ~6 fsteel wire 钢丝(28), |+ h" h1 g; U+ F7 O7 ~
stepped column 阶形柱(7)4 O0 e% e0 ^1 {7 i$ n0 j
stiffener 加劲肋(52)4 g/ @" o* T( v2 u
stiffness of structural member 构件刚度(19)
3 i; e: N1 g" y+ r$ Mstiffness of transverse wall 横墙刚度(45)' X. I7 l5 t X" R% o
stirrup 箍筋(36)
% P! t; H+ E3 W& `# T; I& }' Nstone 石材(44)+ g- r7 u: ?& q
stone masonry 石砌体(44)- U- W9 Y, U' W& V
stone masonry structure 石砌体结构(41)
) g: u* v7 U( m4 nstorev height 层高(21). y v1 `6 r$ w$ v1 c7 N, ?( G
straight—line joint failure 通缝破坏(45)
# ^1 E# }. @- @. w0 X$ z6 Mstraightness of structural member 构件乎直度(71)# ]5 g' q) ? `& b' z+ }7 c* R* R
strand 钢绞线(2，)# d& Z2 Q! L7 _& n& L9 t
strength classes of masonry units 块体强度等级(44)
0 @. N( Z) S- G2 v. _# Z/ K, tstrength classes of mortar 砂浆强度等级(44)
8 ^, A. W$ J; W) dstrength classes of structural steel 钢材强度等级(55). K' k9 f( _; i# g
strength classes of structural timber 木材强度等级(66)! @ w8 C% M+ I. _/ _: t4 g
strength classes(grades) of concrete 混凝土强度等级(29)/ k5 S9 o: m' V8 d$ p
strength classes(grades) of prestressed tendon 预应力筋强度等级(30)3 W3 T* R' h- m- ~/ ^5 l, }# i5 o
strength classes(grades) of steel bar 普通钢筋强度等级(30)
. j- O M# b$ \strength of structural timber parallel to grain 木材顺纹强度(66)
# f% a6 |2 S( y' K! g1 {* Qstrongaxis 强轴(56)7 A7 e# B; S; m+ m
structural system composed of bar ”杆系结构(11)
1 R" P' Q) N7 b0 [structural system composed of plate 板系结构(12)
+ L. |3 O6 v; o) qstructural wall 结构墙(7)* ?% l3 h( P% \/ x
superposed reinforced concrete flexural member 叠合式混凝土受弯构件(26)& Z ? p7 [! @5 r
suspended crossed cable net 双向正交索网结构(6)4 j% q$ @3 ?9 n& K/ F( D' T; {' a
suspended structure 悬挂结构(3)
3 |3 t( \3 Z3 _( e: w) qswirl grain 涡纹(?1)
, a' M! ^5 ]8 V0 p$ b' A4 GT
3 Z1 [& v# N1 q2 i5 T x8 B8 itensile(compressive) rigidity of section 截面拉伸(压缩)刚度(19)
1 C' T5 {# O1 U/ l# S$ ztensile(compressive) stiffness of member 构件抗拉(抗压)刚度(20)8 Y/ @- a6 b$ i# x2 y5 c6 H) d
tensile(ultimate) strength of steel 钢材(钢筋)抗拉(极限)强度(18)
: ]& h; h2 ]1 [' E/ q `7 o# p% ttest for properties of concrete structural members 构件性能检验(40)：
8 |; Y! z# u: vthickness of concrete cover 混凝土保护层厚度(33) t& `' Y: `( _- m
thickness of mortarat bed joint 水平灰缝厚度(49)
& H% m+ k. F0 B% k+ v- Z6 nthin shell 薄壳(6), \% m! `1 |+ P0 S
three hinged arch 三铰拱(n); U7 S/ x: Z; L+ c5 t& d7 q
tie bar 拉结钢筋(36)
& F( m9 D! c# L# v% e( {! ]tie beam， ‘ 系梁(22)8 y5 A5 l: Y( A2 C
tie tod 系杆(5)
/ B/ o N- V! z4 P/ _1 P8 Ftied framework 绑扎骨架(35)! r% Q+ x) C9 r% |8 o1 l+ N
timber 木材(17)
3 z6 J; }; r9 E' l" w; b2 y: H. `6 R' ntimber roof truss 木屋架(64)2 E4 r9 j- v: [: }% [2 G
tor-shear type high-strength bolt 扭剪型高强度螺栓(54)
v" Z [6 |. `9 N6 Htorsional rigidity of section 截面扭转刚度(19)6 I- ?& j+ T9 a
torsional stiffness of member 构件抗扭刚度(20)
. s$ @+ j' D/ F: n6 z6 T- etotal breadth of structure 结构总宽度(21), s6 m$ q# N+ G! w% x" ^
total height of structure 结构总高度(21)' T" z! d* W4 Q5 M( a8 D2 e
total length of structure 结构总长度(21)" }3 D& [2 P9 z
transmission length of prestress 预应力传递长度(36)! Q6 ~- |+ y0 M h1 g# _* X1 }# C
transverse horizontal bracing 横向水平支撑(4)
. x, l- ~# n, T4 d$ \: j5 L6 Ntransverse stiffener· 横向加劲肋(53)
! F/ r- V) ~- y W# f2 @transverse weld 横向焊缝(60)
" d% ]% r9 |; }; X+ Htransversely distributed steelbar 横向分布钢筋(36)( l4 s) {$ g1 c/ _/ Q, L, E
trapezoid roof truss 梯形屋架(4)& b7 ], b) ~" q% V5 b9 G8 l
triangular pyramid space grids 三角锥体网架(5)
5 ?6 g' F/ x+ itriangular roof truss 三角形屋架(4)' s; n, p0 x n
trussed arch 椽架(64)
$ ?3 z1 U1 }1 D6 ?9 P. k. strussed rafter 桁架拱(5), W+ [" s( d: V1 [/ I
tube in tube structure 筒中筒结构(3)
$ @7 n5 u" ~9 P) }0 e; m2 T& ztube structure 简体结构(2)3 ~# H! O2 P- f& n
twist 扭弯(71); F e$ R9 M2 e" r! x9 A
two hinged arch 双铰拱(11)( X* s4 D: H% |: e! z* s
two sides(edges) supported plate 两边支承板(12)
" b* U. i6 `2 D6 Dtwo—way reinforced (or prestressed) concrete slab 混凝土双向板(27)0 w5 `1 P# P) l5 m- d
U ! w2 V/ N: R$ i- ?
ultimate compressive strain of concrete’” 混凝土极限压应变(31)
) o: a$ h& `, f" z8 v! Q+ \' v- i) `unbonded prestressed concrete structure 无粘结预应力混凝土结构(25)
/ i: w* ~$ U! Z4 k4 jundercut 咬边(62)$ ?# W. C/ u* U! S( u
uniform cross—section beam 等截面粱(6)
9 x: U# v: t/ `+ D) t& zunseasoned timber 湿材(65)# ]' Q# a4 Z5 O) `; g7 A
upper flexible and lower rigid complex multistorey building· 上柔下刚多层房屋(45); v6 C* |# M4 t0 N: i& |7 Z7 N
upper rigid lower flexible complex multistorey building· 上刚下柔多层房屋(45) a3 V D( [. d3 ^9 Y, g$ b4 H) H
V ) Z2 l! T2 b; O b4 b- V
value of decompression prestress 预应力筋消压预应力值(33)0 k* ]& L' X$ `" q
value of effective prestress 预应筋有效预应力值(33)6 i) G! a, w! a# F
verification of serviceability limit states· ” 正常使用极限状态验证(10)/ t$ q5 ?- P2 u
verification of ultimate limit states 承载能极限状态验证(10)
4 j. x# `0 s; u" [4 c0 Evertical bracing 竖向支撑(5)1 D( G9 w0 h* \% S1 m- |' }* J
vierendal roof truss 空腹屋架(4)) v, B# m- Z9 y; D
visual examination of structural member 构件外观检查(39)+ S5 l8 \ ^* K2 b% l, Q' U
visual examination of structural steel member 钢构件外观检查(63)1 Q# K* R# k$ A
visual examination of weld 焊缝外观检查(62)
$ r9 n4 Q. j9 Q# q8 d% YW
6 d4 m1 R, {5 ?7 L1 C! a+ Pwall beam 墙梁(42)
7 q$ l- |. Y w7 ~2 w8 v' Vwall frame 壁式框架(门)! V! F# \2 P5 {' F! ?1 Q: |. Z; x6 l
wall—slab structure 墙板结构(2)8 V- W4 X/ Z1 V9 d
warping 翘曲(40)，(71)% _. J9 z6 k h ~
warping rigidity of section 截面翘曲刚度(19)
3 \% N7 _, {! I: kwater retentivity of mortar 砂浆保水性(48)
. F# C# `- E' E* Awater tower 水塔(3); g5 `2 _# ^, {5 a; M# M; q; @: O& l
water／cement ratio· 水灰比(3g)
$ j* k/ |: F. X$ kweak axis· 弱轴(56)
! K4 z* `. h. N, O% Z" ] u( ^weak region of earthquake—resistant building 抗震建筑薄弱部位(9)8 U" X1 S- Y( x8 C+ B
web plate 腹板(52)! b( }( l3 ?9 F7 Z5 q0 Q* T; t. i
weld 焊缝(6[))
- ]; [! w3 j; D0 z" }1 yweld crack 焊接裂纹(62)3 N# j) W; O: H. D4 b. {
weld defects 焊接缺陷(61)
+ @; l! z. E3 t$ H3 r( K; q0 Qweld roof 焊根(61)$ ]+ b) j, B: T: j
weld toe 焊趾(61)
$ T- T/ S) x6 X( w6 W% {: s% Yweldability of steel bar 钢筋可焊性(39)
" [. Z! M9 ^) C, H: N2 b, _welded framework 焊接骨架()
. R9 b- z; ?& R' d) Dwelded steel beam 焊接钢梁() l- O( Y) p# t% ^
welded steel girder 焊接钢梁(52)
/ n# m4 x. u: \# i; ?0 G3 {welded steel pipe 焊接钢管(54)
# T6 Q; x: k% gwelded steel strueture 焊接钢结构(50) |% g2 I. i+ C
welding connection· 焊缝连接(59)
. l2 C' _, X* r# @! g9 f8 Nwelding flux 焊剂(54)
* J% i. ?1 n6 A% dwelding rod 焊条(54)
/ Y+ ?" H/ q; p M8 Owelding wire 焊丝(54)6 ]; B ~5 Q, ^: W' L: _) d& l5 V+ Z( D
wind fluttering factor 风振系数(16), ?, R1 M9 r1 e8 P
wind reference pressure 基本风压(16)
, z' E3 A4 _, s: _wind—resistant column 抗风柱(?)# d1 c) g) V/ g, e
wood roof decking 屋面木基层(64)
$ M' ?0 s0 f9 r' k( lY 6 j3 e* n/ ^0 j/ f- H2 P7 j+ Y
yield strength (yield point) of steel 钢材(钢筋)屈服强度(屈服点)3 e3 r' d8 N4 d) E( W- {" G: }
* |9 A6 O# F6 j" `! N) D————————————————————; ~, {4 E. m; G
3 l! V: L1 U: }2 h; t5 I常用的景观英文6 M3 C& J6 u; H( w) u2 m; H# j
3 j4 C& s( f4 m8 f6 G
1.主入口大门/岗亭(车行 & 人行) MAIN ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN )
& C" \7 n) Y: v+ U( K9 m2.次入口/岗亭(车行 & 人行 ) 2ND ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN )
* a9 E: a3 t: m( m# q' V3.商业中心入口 ENTRANCE TO SHOPPING CTR.
/ M3 O; X# H, \" g# T# K4.水景 WATER FEATURE - d; |- L: v( ]- N$ M
5.小型露天剧场 MINI AMPHI-THEATRE F, B5 ^! }/ t: e" V8 Y
6.迎宾景观-1 WELCOMING FEATURE-1
$ \, l' e2 O F: A8 F+ O$ j% N7.观景木台 TIMBER DECK (VIEWING)
% S" H' e7 D; r8.竹园 BAMBOO GARDEN
& K: u! U( w" u* u9.漫步广场 WALKWAY PLAZA
; p( j2 B! a* [# Y0 Q* I6 d10.露天咖啡廊 OUT DOOR CAFE
3 x: l5 Z4 V0 `. p; b" i- j11.巨大迎宾水景-2 GRAND WELCOMING FEATURE-2
% `2 P( _7 d! P$ S! o: Z12.木桥 TIMBER BRIDGE . ~: c1 V5 Y2 z+ L8 X# I
13.石景、水瀑、洞穴、观景台 ROCK'SCAPE WATERFALL'S GROTTO/ VIEWING TERRACE
/ _. T) Y" o G K* k4 |& _14.吊桥 HANGING BRIDGE + I$ y9 i( i! M8 b7 _
15.休憩台地(低处) LOUNGING TERRACE (LOWER ) ' P' E* C- W( D+ B" t
16.休憩台地(高处) LOUNGING TERRACE (UPPER ) - k8 N/ o, y$ d5 l6 v6 F6 v( w5 h
17.特色踏步 FEATURE STEPPING STONE
: e: t4 k3 l b( s18.野趣小溪 RIVER WILD
S* C* B4 L/ k3 J6 ~ }2 z19.儿童乐园 CHILDREN'S PLAYGROUND 3 {: A6 o1 |( T, y9 ^; H0 S
20.旱冰道 SLIDE
3 _8 H: z t, u2 a: o21.羽毛球场 BADMINTON COURT # Q6 _3 ~' y/ E6 i$ }
22.旱景 DRY LANDSCAPE ; V/ d# P w6 {8 ^1 g" S& M* Z! L
23.日艺园 JAPANESE GARDEN
0 ^, l1 `& W0 q/ _$ f* D- Y24.旱喷泉 DRY FOUNTAIN % }% F8 }) p+ }, o
25.观景台 VIEWING DECK! t$ U5 y0 x/ O/ h6 R
26.游泳池 SWIMMING POOL
0 o6 ^: m9 G; v: m27.极可意 JACUZZI
3 d3 r8 G$ ?7 p3 v( T& Y9 j28.嬉水池 WADING POOL ) k$ j* }9 F2 n1 b/ H# V
29.儿童泳池 CHILDREN'S POOL ( F( G; T% h" h! s
30.蜿蜒水墙 WINDING WALL
1 o1 Z4 @7 G3 `* s31.石景雕塑 ROCK SCULPTURE
' s) f' H, V, O4 w32.中心广场 CENTRAL PLAZA ' k$ ]7 G5 `4 a/ W+ n
33.健身广场 EXERCISE PLAZA ! O) y: d% q6 h) s" J9 F' u2 x
34.桥 BRIDGE
* K, ~3 O5 c, [; f$ u35.交流广场 MEDITATING PLAZA
1 M: `- S' I/ t& e36.趣味树阵 TREE BATTLE FORMATION ) M- O: J+ E! p2 K. H4 r
37.停车场 PARING AREA; K; z2 @& l3 |0 F" }' L ^
38.特色花架 TRELLIS
& H, e: Q) h2 e1 f3 o, o39.雕塑小道 SCULPTURE TRAIL
- M, s7 g1 A' C40.(高尔夫)轻击区 PUTTING GREEN
, h8 E( I( b: {& l! D41.高尔夫球会所 GOLF CLUBHOUSE
4 y/ i: D% m! W) E, E7 `42.每栋建筑入口 ENTRANCE PAVING TO UNIT
/ | _. l& \! C43.篮球场 BASKETBALL COURT e9 t6 V5 ~7 p& ^9 p" F8 b5 K
44.网球场 TENNIS COURT
; `' n+ n, m& x" t7 [" g' f! N45.阶梯坐台/种植槽 TERRACING SEATWALL/PLANTER
3 j4 k# f& Z" n+ K) z1 C, f- f46.广场 MAIN PLAZA
- ~. `6 C" M8 O! H. H" q6 ]47.森林、瀑布 FOREST GARDEN WATERFALL
& T6 \- ]+ a* B* |% D; \48.石景园 ROCKERY GARDEN
+ w9 F9 W' z) _: s) W49.旱溪 DRY STREAM
* E# i# R6 }; f: m50.凉亭 PAVILION - F* y. H3 X' b4 }/ T0 a2 O
51.户外淋浴 OUTDOOR SHOWER
/ L( L) D( J2 a" s: E52.拉膜结构 TENSILE STRUCTURE " O/ q4 o+ L) D$ ~ j/ c
53.台阶 STAIR & T, K* ^$ j: H5 Z8 W) {# m5 \6 o
54.高尔夫球车停车场 PARKING ( GOLF CAR )
% c' z) O. \3 r. _ f# x! f55.健身站 EXERCISE STATION
% o4 \; Z* V+ a56.晨跑小路 JOGGING FOOTPATH
+ c- _* s, w8 n2 ~8 X8 L1 n57.车道/人行道 DRIVEWAY /SIDEWALK
9 }8 }) D l5 _/ Y* n58.人行漫步道 PROMENADE
! a u. |1 B6 r9 L2 O# t59.瀑布及跳舞喷泉(入口广场) WATER FALL AND DANCING FOUNTAIN ( ENTRY PLAZA )
; d, a9 Q" J7 N! K60.特色入口 ENTRY FEATURE 5 `" j9 Z& n; w1 c' B3 }
61.石景广场 ROCKERY PLAZA |
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发表于 2010-3-17 03:10:33
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1.自我介绍2.还申请了什么院校3.介绍一个项目4.有没有最喜欢的IDE项目5.未来研究方向
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