摘要
本文根据《高层建筑钢筋混凝土结构技术规程》JG J3-2002(以下简称高规[1])及《建筑抗震设计规范》GB50011-2001(以下简称抗规[2])中的相关规定,结合工程实际对在PKPM中如何实现框架-剪力墙的控制点的应用及其计算结果进行分析;同时也要考虑经济造价。
This paper according to the provisions of ＂technical specification for high -rise buildings reinforced concrete＂ JGJ3 -2002 （ hereinafter referred to as the high - specification ） and ＂buildings aseismic design code＂ GBS0011 -2001 （ hereinafter referred to as aseismic code ） , in combination with the engineering practice of how to realize PKPM frame - shear wall control application and calculation results is analyzed; Also we must consider the economic cost.
出处
《福建建筑》
2009年第8期41-43,共3页
Fujian Architecture & Construction
