1、 PAGE PAGE 3高層建筑結構設計英文專業詞匯序號英文high-rise building/tall buildingreinforced concrete structurecast-in-situ concrete structureprefabricated concrete structureassembled monolithic concrete structurepretensioned prestressed concrete structurepost-tensioned prestressed concrete structureframe structureshea

2、rwall structureframe- shearwall structureframed-corewall structuretube in tube structuretruss structureslab-column shearwall structuremixed/hybrid structurebox/cellular framelateral force resisting systemwind framewind bracingvortex-sheddinggallopingflutterbuffetingdampingratioviscous damperviscoela

3、stic damperstress-strain curvepoint of contraflexureyield strengthdeformationdeflectioncrack widththermal deformation中文高層建筑鋼筋混凝土結構 現澆混凝土結構 裝配整體式混凝土結構 框架結構剪力墻結構框架-框架-筒中筒結構桁架結構板柱-混合結構箱形框架 抗風桁架 抗風支撐 旋渦脫落 馳振顫 振 擾 振 粘滯阻尼器 粘彈性阻尼器應力-反彎點屈服強度變形撓度裂縫寬度溫度變形hinged connection systemrigid connection systemdegree o

4、f freedommonolithcontinuous beamplastic hingefailure moderatio of stirrup/tieunit rigidityshear span to depth ratiolongitudinal tension reinforcementprestressing tendonspiralconversion storeycontinuous beamwaffle slabmonolithic ribbed floorcolumn gridspandrel beamwing walldeep beamedge beam of frame

5、binding beamwall footraft foundationpiled foundationbox/coffered foundationdeep footingprobability based limit state designperformance-functionprobability of survivalreliability indexdgree/ level of reliabilityserviceability limit stateultimate limit stateelastic theorynonlinear theory鉸結體系剛結體系自 由 度

6、整 體 性 連 續 梁 塑 性 鉸 破壞形態配 箍 率 線 剛 度 剪跨比預應力筋螺 旋 筋 轉 換 層 連 續 梁 柱網翼墻深梁聯 結 梁 墻肢筏板基礎樁 基 礎 箱形基礎深基礎概率極限狀態設計法功能函數可靠概率可靠指標可靠度正常使用極限狀態承載能力極限狀態彈性理論非線性理論7172737475767778798081828384858687888990919293949596979899100load effect combination fundamental combination accidental combination characteristic/nominal combin

7、ation frequent combinationquasi-permanent combination dynamic coefficientreference snowwind pressureterrain roughness seismic/earthquake load wind loadtorsion eccentricity center of rigidity mass center/centroid pseudo-dynamic test pseudo-static test overturning effect core area of jointstatically determinate structure statically indeterminate structure flexibility or force method stiffness or displacement method concentration of stresses hysteresis loopability of energy consumption ductile factorskeleton curve ductile ratioaseismic con