摘要
2003年,随着新版GB 50011-2001《建筑抗震设计规范》[1]、JGJ 3-2002《高层建筑混凝土结构技术规程》[2]、GB 50010-2002《混凝土结构设计规范》等的实施,PKPM系列程序随之推出了新版本,在新版程序的应用中,发现对侧向刚度、单偏压、双偏压等参数的选取,应用上常有混淆或错误。提出不同的结构体系,分别采用不同的侧向刚度以及单、双偏压的适用条件。
With the implementation of the new version of 'Code for Seismic Design of Buildings'(GB50011-2001) and 'Technical Specification for Concrete Structures of Tall Buildings'(JGJ3-2002),the series programs of PKPM are being put into effect.However,there are some unclear concepts among them in practice.This paper shows a few words about the personal experience on them.
出处
《工业建筑》
CSCD
北大核心
2010年第S1期223-224,共2页
Industrial Construction
关键词
侧向刚度
剪切刚度
剪弯刚度
单偏压
双偏压
lateral rigidity
shear rigidity
shear-flexural rigidity
pressed un-eccentrically
pressed bi-eccentrically