SOME PROBLEMS OF THE SEISMIC DESIGN AND BLUEPRINT CHECKUP OF RC FRAME STRUCTURE BUILDING

Wu Shuguang; Chang Yejun

doi:10.13204/j.gyjz200706012

Volume 37 Issue 6

Dec. 2014

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Wu Shuguang, Chang Yejun. SOME PROBLEMS OF THE SEISMIC DESIGN AND BLUEPRINT CHECKUP OF RC FRAME STRUCTURE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 46-50. doi: 10.13204/j.gyjz200706012

Citation:

Wu Shuguang, Chang Yejun. SOME PROBLEMS OF THE SEISMIC DESIGN AND BLUEPRINT CHECKUP OF RC FRAME STRUCTURE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 46-50. doi: 10.13204/j.gyjz200706012

Wu Shuguang, Chang Yejun. SOME PROBLEMS OF THE SEISMIC DESIGN AND BLUEPRINT CHECKUP OF RC FRAME STRUCTURE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 46-50. doi: 10.13204/j.gyjz200706012

Citation:

Wu Shuguang, Chang Yejun. SOME PROBLEMS OF THE SEISMIC DESIGN AND BLUEPRINT CHECKUP OF RC FRAME STRUCTURE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 46-50. doi: 10.13204/j.gyjz200706012

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SOME PROBLEMS OF THE SEISMIC DESIGN AND BLUEPRINT CHECKUP OF RC FRAME STRUCTURE BUILDING

doi: 10.13204/j.gyjz200706012

Wu Shuguang¹,
Chang Yejun²

1.
1 Department of Civil Engineering,Tongling Institute Tongling 244000;
2.
2 Yancheng Civil &Architectural Society Yancheng 224005

Received Date: 2007-04-06
Publish Date: 2007-06-20

Abstract

Abstract

Based on the analysis and research of seismic behaviors and past earthquake disaster data of RC frame structure building,its bearing characteristics are introduced,then combined with the found problems in seismic design and blueprint checkup of RC frame structure building,several problems of seismic design and blueprint checkup of RC frame structure building are discussed.Some standpoints and suggestions are given also.It could providea reference for designers.
- RC frame structure building,
- seismic behavior,
- past earthquake disaster data,
- seismic design and blueprint checkup

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References(14)

References

葛学礼,王亚勇,朱立新.建筑抗震设防是减轻地震灾害的根本途径.工程抗震,2003(2):30-35

[2] 杨玉成,杨柳.多层砖房的地震破坏和抗裂抗倒设计.北京:地震出版社,1981

[3] 王亚勇,白雪霜.台湾921地震中钢筋混凝土结构震害特征.工程抗震,2001(1):3-7

[4] Sezen H.Structural Engineering Reconnaissance of the Kocaei (Izmit) Turkey Earthquake of August 17,1999,PEER,2000.9

[5] 曹万林,庞国新,李云霄,等.轻质填充墙异型柱边框架抗震性能试验研究.地震工程与工程振动,1997,17(2):106-112

[6] 梁兴文,王庆霖,孙洪波,等.框支连续墙梁抗震性能研究及设计计算.建筑结构学报,1998,19(4):9-17

[7] 沈聚敏,周锡元,高小旺,等.抗震工程学.北京:中国建筑工业出版社,2000

[8] 常业军,程文瀼,刘学应,等.钢筋混凝土结构中框架柱抗震设计的几个问题.工程抗震,2003(2):20-21

[9] 高小旺.地震作用下多层剪切型结构弹塑性位移反应的实用计算方法.土木工程学报,1984,17(3):79-87

[10] 黄靓,施楚贤,熊辉.带砌体填充墙结构在地震作用下的安全性质疑.建筑结构,2005,35(3):57-60

[11] 钟益村.剪切型结构抗震极限强度的实用计算方法.工程抗震,1986(1):9-12

[12] 程文瀼,李爱群,张晓峰,等.钢筋混凝土柱的轴压比限值.建筑结构学报,1994,15(6):26-28

[13] 肖建庄,朱伯龙.钢筋混凝土框架柱轴压比限值试验研究.建筑结构学报,1998,19(5):2-7

[14] Building Code Requirements for Structural Concrete (ACI 328-02) and Commentary (ACI 318R-02).Reported by ACI Committee 318,American Concrete Institute,2002

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