1) lateral force-resisting members
抗侧力构件
1.
Except that the story shear forces of earthquake are assigned among the vertical lateral force-resisting members with the three types of rigidity,flexibility,and elasticity of the floor,the other kind of assignment is introduced that translated shear walls in adjacent stories above the transfer story receiving shear forces is impacted by spaces of shear walls below the.
提出楼层地震剪力在抗侧力构件中的分配除按楼盖的刚性、柔性和弹性三种情况考虑以外,还存在另一种分配方式,即转换层上邻近楼层框支剪力墙分配的地震剪力受转换层下部结构落地剪力墙设置的间距和楼板面内变形的影响。
2) non-lateral-forces-resisting element
非抗侧力构件
3) diagonal lateral force resisting member
斜交抗侧力构件
1.
This paper presents the structural design of a complicated high-rise building in Shanghai with some peculiarities such as overlapping diamond-shaped plane,45° diagonal lateral force resisting members and the transfer story.
介绍了上海市区某幢具有角部重叠菱形组合平面、45°斜交抗侧力构件、转换层等特点的复杂高层建筑结构设计,探讨其平立面结构选型、结构布置、结构分析与构造处理特点,比较了选用两种不同力学模型的有限元分析设计软件按振型分解反应谱法进行结构整体受力及楼板应力分析结果,以及采用弹性时程分析法进行的补充计算结果。
4) structure resisting lateral force arranged peripherally
抗侧力构件周边化
5) lateral resistant ability
抗侧能力
1.
The lateral resistant ability under three kinds of vertical loads and the hysteretic performance under cyclic loading are analyzed and contrasted for four steel frames,six steel plates shear wall piece with slits(two rows) and six steel frames-steel plate shear wall with slits.
本文对4种钢框架、6种带缝(两排)钢板剪力墙片(四周与构件无连接)和6种固接的钢框架-带缝钢板剪力墙结构在3种不同竖向荷载作用下的抗侧能力和往复荷载下的滞回性能进行了研究,并对比分析。
6) lateral stiffness
抗侧刚度
1.
Optimal analysis for lateral stiffness of shear wall in mid-highrise RC frame-shearwall structure with special-shaped columns;
中高层异形柱框-剪结构的剪力墙抗侧刚度优化
2.
Optimal lateral stiffness of tall building based on initiative control;
基于主动控制的高层结构最优抗侧刚度
3.
Analysis of lateral stiffness influence on the prestressing force of frame;
框架抗侧刚度对后张预应力效应影响分析
参考词条
补充资料：侧侧
1.多貌。 2.寒貌。 3.象声词。叹息声。 4.指其他声音。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。