通过某教学楼的结构设计浅析《建筑抗震设计规范》与GB50011-2010和GB50011-2001(2008版)的区别  

Discussion of the difference between GB50011-2010 and GB50011-2001 Code for seismic design of buildings based on structural design of teaching building

作　　者：田化[1] 

机构地区：[1]华侨大学建筑学院,福建厦门361021

出　　处：《福建建筑》2011年第9期34-36,共3页Fujian Architecture & Construction

摘　　要：近几年来,各地频发地震甚至超过设防烈度的强烈地震,为此我们付出了沉痛的代价。政府也高度重视这个问题:如何做好城乡抗震防灾建设,把震害带来的各种损失降到最低,2010年5月政府发布了新修订的《建筑抗震设计规范》(GB50011-2010)。通过对华侨大学音乐舞蹈学院教学楼的结构设计,探讨了修订后的新规范与旧规范的部分区别和修订意图。In recent years,the strong earthquake exceeding fortification intensity causes severe casualty and loss of property.How to construct buildings with high aseismic performance,and to minimize the loss of earthquake in urban and rural regions,become the urgent duty for government.＂Code for seismic design of buildings＂（GB50011-2010） is issued in 2010.Analyzing the structural design about college of music and dance buildings,the difference between ＂Code for seismic design of buildings＂ 2010 and 2001 is investigated.

关 键 词：结构设计 建筑抗震设计规范 抗震性能 

分 类 号：TU352.11[建筑科学—结构工程]