| 钢筋混凝土结构中剪力墙的层间侧移刚度 |
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| 引用本文： | 刘晓帆,童岳生.钢筋混凝土结构中剪力墙的层间侧移刚度[J].工业建筑,2009,39(4). |
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| 作者姓名： | 刘晓帆 童岳生 |
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| 作者单位： | 西安建筑科技大学,西安,710055 |
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| 摘 要： | 在钢筋混凝土剪力墙结构及框架-剪力墙结构中,剪力墙的层间侧移刚度比较复杂,与结构层高、各层墙的弯曲刚度以及剪力墙所受水平作用力的分布形式等有关。主要特点是结构底层的层间侧移刚度大,往上则逐层减小。在设计中,应按具体结构及所受的水平作用力而具体分析。
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| 关 键 词： | 剪力墙 层间侧移刚度 水平作用力 剪力墙结构 框剪结构 |
STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES |
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| Liu Xiaofan,Tong Yuesheng.STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES[J].Industrial Construction,2009,39(4). |
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| Authors: | Liu Xiaofan Tong Yuesheng |
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| Affiliation: | Xi'an University of Architecture and Technology;Xi'an 710055 |
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| Abstract: | In the reinforced concrete shear wall structure and frame-shear wall structure,the story sidesway stiffness of shear wall is complex,it is relative to story height of structure and flexure rigidity of shear wall,and also to disribution type of horizontal forces acting on the shear wall.The main feature is that the sidesway stiffness of first story is the greatest,and along the height of structure the sidesway stiffnesses are reduced story by story.In design practice,concrete analysis must be conducted accor... |
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| Keywords: | shear wall story sidesway stiffness horizontal forces shear wall structure frame-shear wall structure |
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