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水平荷载下框架-密肋复合墙体的力法位移方程 被引量:1
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作者 郭猛 姚谦峰 《沈阳建筑大学学报(自然科学版)》 CAS 北大核心 2010年第4期613-617,共5页
目的研究框架-密肋复合墙体的构造形式与受力特点及在水平荷载作用下其顶部位移的简化计算方法.方法以框架与复合墙的并联机制为协同工作模型,以框架结构的位移计算方法为依据,考虑弹性状态中后期填充砌块开裂情况,根据材料力学和结构... 目的研究框架-密肋复合墙体的构造形式与受力特点及在水平荷载作用下其顶部位移的简化计算方法.方法以框架与复合墙的并联机制为协同工作模型,以框架结构的位移计算方法为依据,考虑弹性状态中后期填充砌块开裂情况,根据材料力学和结构力学基本理论提出框架-复合墙体的力法位移方程,并利用型钢混凝土外框柱-密肋复合墙的试验结果对位移方程进行验证.结果框架-复合墙体的力法位移方程与一般框架、混凝土墙位移方程有着良好的相容性;框架-复合墙体的剪切变形在总变形中所占比重较大,中高层框架-复合墙结构侧移曲线呈现明显的弯剪型特征.结论提供了一种框架-密肋复合墙体位移计算方法,可供该结构体系的实际工程设计参考. 展开更多
关键词 框架结构 框架-密肋复合墙体 密肋复合墙 水平荷载 力法位移方程
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A Breakthrough of Primary Structure in Indeterminate Analysi--Irregular Force Method and Irregular Displacement Method
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作者 Ren Song 《Journal of Civil Engineering and Architecture》 2010年第12期47-55,共9页
As the strict limitation of primary structure in traditional force method and displacement method in indeterminate analysis may lead to complicated high-order linear equations, a breakthrough of the limitation, i.e., ... As the strict limitation of primary structure in traditional force method and displacement method in indeterminate analysis may lead to complicated high-order linear equations, a breakthrough of the limitation, i.e., the application of irregular force method and irregular displacement method, would be introduced in this paper to ease the difficulty of hand computations. By using hyperstatic primary structures and partly chained primary structures, the primary structures of force method and displacement method are reformed, and the order of the system is decreased. The technique is explained through examples. The significance of the new method is summarized. 展开更多
关键词 assistant diagram irregular force method hyperstatic primary structure irregular displacement method partly chained primary structure.
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