| 摩擦滑移隔震结构的剪力影响系数及水平地震作用计算 |
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| 引用本文： | 王新建,吴红升.摩擦滑移隔震结构的剪力影响系数及水平地震作用计算[J].特种结构,2012,29(1):29-30,50. |
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| 作者姓名： | 王新建 吴红升 |
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| 作者单位： | 1. 商丘师范学院建筑与土木工程系 476000
2. 太原市市政工程设计研究院 030002 |
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| 摘 要： | 根据《建筑抗震设计规范》和《建筑工程抗震性态设计通则(试用)》要求,提出了滑移隔震结构中多层砌体结构房屋上部结构剪力影响系数的概念,并推导了水平地震作用标准值的简化计算方法。
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| 关 键 词： | 滑移隔震结构 多层砌体结构 剪力影响系数 |
The Calculation of the Shear Effect Facter and Earthquake Action of the Sliding Isolation Structure |
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| Wang Xinjian Wu Hongsheng.The Calculation of the Shear Effect Facter and Earthquake Action of the Sliding Isolation Structure[J].Special Structures,2012,29(1):29-30,50. |
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| Authors: | Wang Xinjian Wu Hongsheng |
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| Affiliation: | ( 1. School of Architecture and Civil Engineering, Shangqiu Normal University,476000; 2. Taiyuan Municipal Engineering Design Institute, 030002) |
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| Abstract: | Based on the《 Code for seismic design of buildings》 and 《General rule for performance based seismic design of buildings》, the influence coefftcient of shear to the sliding isolation structure is advanced, and the calcula- tion method of the horizontal earthquake action is deduced. |
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| Keywords: | Sliding isolation structure Multilevel masonry structure Influence coefficient of shear |
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