| 高震区框架结构的薄弱层变形验算 |
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| 引用本文： | 周志军,刘喜平.高震区框架结构的薄弱层变形验算[J].陕西理工学院学报(自然科学版),2007,23(3):26-29. |
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| 作者姓名： | 周志军 刘喜平 |
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| 作者单位： | 陕西理工学院,土木工程与建筑系,陕西,汉中,723001 |
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| 摘 要： | 针对现行结构设计规范中没有明确给出高震区框架结构薄弱层验算具体方法的情况,从规范给定的条件入手,通过对大、小地震下弹性、弹塑性位移角限值关系的推导和对比,提出了在高震区框架结构薄弱层验算中进行参数修正的方法。
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| 关 键 词： | 框架结构 薄弱层 变形验算 |
| 文章编号： | 1673-2944（2007）03-0026-04 |
| 修稿时间： | 2006-12-27 |
Discussion on the check computations of deformation of frail layer of frame structure in high vibration areas |
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| ZHOU Zhi-jun,LIU Xi-ping.Discussion on the check computations of deformation of frail layer of frame structure in high vibration areas[J].Journal of Shananxi University of Technology:Natural Science Edition,2007,23(3):26-29. |
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| Authors: | ZHOU Zhi-jun LIU Xi-ping |
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| Abstract: | Aimed at the present code of structure design without the specific method of frail-layer check computations of frame structures in high vibration areas,this article provides the parameter modifying method for the checking according to different regulations of earthquake parameter and by deducing and contrasting the relation of elasticity and plasticity displacement angle limitation of several earthquakes from the given conditions of present code. |
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| Keywords: | frame structure frail layer check computations of deformation |
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