1) irregular frame shear structure
不规则框剪结构
1.
Combining with structural design of Hualian commercial mansion in Zhangzhou, a study is made on conceptual design of structure and adjustment method of frame shear in irregular frame shear structure; and a two step computing method is proposed for overall computing.
结合漳州华联商厦结构设计，着重对结构概念设计及对不规则框剪结构中框架剪力的调整方法等问题进行探讨，提出了整体计算的两步计算法。
2) anomalous frame
不规则框架结构
1.
The process of structural design for a five-storey T shape plan anomalous frame is presented including comparisons of elasto-plastic time-history analysis results for several structural shemes under strong earthquake.
介绍了一幢平面和竖向都不规则的五层T形框架结构的设计过程,包含多个结构方案在罕遇地震下的弹塑性时程分析对比,提出了多层不规则框架结构的设计对策和方法,可供同类工程设计时参考。
3) asymmetric frame structures
平面不规则框架结构
1.
Research on lateral load distribution method for asymmetric frame structures in nonlinear static analysis;
通过对一平面不规则框架结构进行推覆分析,得到各楼层侧移、层间侧移角和塑性铰分布情况,并与时程分析结果进行了比较分析。
4) irregular structure
不规则结构
1.
On the irregular structure design and the seismic effect calculation method;
不规则结构设计与地震作用计算方法
2.
The torsional analysis of irregular structure controlled by viscoelastic damper;
粘弹性阻尼器控制的不规则结构扭转分析
3.
Some ratios control analysis in irregular structure design
不规则结构设计中的几个比值控制分析
5) frame-shear wall structure
框剪结构
1.
Optimal criteria of frame-shear wall structures;
框剪结构抗震剪力墙数量的优化准则证明
2.
Time history analysis of shear wall interruption conditions in frame-shear wall structures
框剪结构剪力墙中断条件的时程分析
3.
Combined with practical work,the application of short shearing wall in a frame-shear wall structure is introduced.
结合工程实践介绍短肢剪力墙在框剪结构中的应用。
6) frame-shear wall structure
框-剪结构
1.
Under the assumptions of rigid floor and continuum method,based on the parallel Timoshenko beams model,introducing the state vectors concept of high-rise building,this paper found the control differential equation of cooperation analysis of frame-shear wall structure.
在楼板刚性和连续化假定下,基于并联铁摩辛柯梁模型,引入建筑结构状态变量的概念,导出高层框架-剪力墙结构协同分析的控制微分方程,将方程进行无量纲化,建立框架-剪力墙结构协同分析的状态空间表达式,并采用精细积分法求出其高精度数值解,最终得到框-剪结构协同工作的变形和内力。
2.
Regarding the shear wall as special beam elements, the frame-shear wall structures with shear wall interrupted at different heights, with different reinforcements, axial compressive ratios and rigidity characteristics were analyzed.
将剪力墙当作特别杆单元,对不同高度、配筋、轴压比和刚度特征值的中断剪力墙的框-剪结构进行了静力弹塑性分析。
3.
The influence of interrupted shear wall on frame-shear wall structures is studied.
从理论上探讨了剪力墙中断对框-剪结构的影响,并结合实际工程,利用ANSYS软件建立了三维模型,通过地震反应分析的结果,证明了从反弯点中断剪力墙是不安全的,而从剪力墙剪力为零处以上中断则不会对原结构产生明显影响,且减小了结构顶部水平位移及层间位移角,提高结构的整体刚度。
补充资料：不规则剪
不规则剪｜英语解释：IrregularCut 不将头发聚齐剪，剪完后呈头发长短不一的效果。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条