lateral-force-resisting system

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。

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

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

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

Based on a practical project, the influence of the lateral rigidity on effective prestressing force is introduced, which is analyzed by methods of classical structural mechanics and finite element program.

针对实际工程中柱及连梁的抗侧刚度对梁预应力建立的影响 ,使用经典力学方法和有限元软件建立了平面和空间模型 ,并对计算结果作出比较。

Analytical models of 7-,13-,and 19-story building were used to analyze the lateral force resistance of multi-story and high-rise staggered truss systems.

为了明确多层和高层错列桁架钢结构体系抗侧力性能的异同,建立了总高7、13、19层的3种结构模型进行三维整体计算,分析了不同的结构布置、抗侧力构件和桁架形式的选取对结构内力、水平位移、自振周期及振型的影响。