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板柱房屋隔震及地震作用醮计算简化方法
引用本文:李建成,赵玉成,杜海燕.板柱房屋隔震及地震作用醮计算简化方法[J].工程建设与设计,2007(10):22-24.
作者姓名:李建成  赵玉成  杜海燕
作者单位:北京工业大学建筑工程学院,北京100022
摘    要:板柱基础隔震结构是一种无梁楼盖结构和隔震系统的结合,它有许多优点,但是实际工程中应用还很少。首先论述了这种结构的优越性和存在的问题,然后探讨了一种在地震作用下适用于这种结构的简化计算方法。这种方法是在等效侧力法的基础上提出的对板柱基础隔震结构进行计算和设计的方法,该方法属于简化设计方法,能够为实际工程的计算和设计提供一定的参考。

关 键 词:板柱结构  基础隔震  简化计算
文章编号:1007-9467(2007)10-0022-03
修稿时间:2007-05-09

Slab-Column Base isolated Structure's Tentative Plan and Simplified Calculation in the Earthquake
LI Jian-cheng, ZHAO Yu-cheng, DU Hai-yan.Slab-Column Base isolated Structure''''s Tentative Plan and Simplified Calculation in the Earthquake[J].Construction & Design for Project,2007(10):22-24.
Authors:LI Jian-cheng  ZHAO Yu-cheng  DU Hai-yan
Affiliation:College of architecture and civil engineering,Beijinguniversity of Technology,Beijing 100022 ,China
Abstract:Slab-column base isolated structure is a new type of structures; it combines the Slab-column structure and the base isolated structure. It has many advantages, but the actual application is rare. This paper first discusses the characteristics of this structure, and then discusses a simplified calculation method that applies to the structure in the earthquake. This method is based on the equivalent lateral force method .The method is a simplified design method; it can provide certain references for the calculation of the actual design.
Keywords:slab-column  base isolated  simplified designmethod
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