|Table of Contents|

Effects of Different Structural Systems on Lateral Rigidity of Steel Structural Frames(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2010年02期
Page:
102-105
Research Field:
Publishing date:
2010-06-20

Info

Title:
Effects of Different Structural Systems on Lateral Rigidity of Steel Structural Frames
Author(s):
YANG Wei-guo1;  CHEN Dan1;  PAN Duo-jun2
1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; 2. Department of Housing and Urban-rural Development of Ningxia Hui Autonomous Region, Yinchuan 750001, Ningxia, China
Keywords:
lightweight steel structure;  frame-board system;  resistant-lateral capacity;  lateral rigidity;  filler wall
PACS:
TU392.5
DOI:
-
Abstract:
To understand the effects of filler walls on lateral rigidity of steel structural frame, some methods such as theoretical analysis, finite element calculation and experiment study were carried out to do research on the resistant-lateral effectivenesses and the steel consumptions of the three different structural systems, namely steel frame, frame-bracing and frame-board. The results show that the frame-board system can improve the structural lateral rigidity effectively, and will enhance the structural fundamental natural frequency sharply as well as reduce the structural steel consumptions. It is an effective method for improving structural lateral rigidity to utilize the frame filled with wall panel. Making fully use of lateral rigidity of the wall panel can reduce the size of beam and column cross-section, material consumption and project cost.

References:

[1] 王元清,石永久,陈 宏,等.现代轻钢结构建筑及其在我国的应用[J].中国建筑金属结构,2002,23(1):26-31. WANG Yuan-qing,SHI Yong-jiu,CHEN Hong,et al.Contemporary Lightweight Steel Structure and Its Application in China[J].China Construction Metal Structure,2002,23(1):26-31.
[2]彭晓彤,林 晨,满 杰.轻钢结构住宅体系发展现状[J].四川建筑科学研究,2005,31(6):18-21. PENG Xiao-tong,LIN Chen,MAN Jie.Development Actuality of Lightweight Steel Housing[J].Sichuan Building Science,2005,31(6):18-21.
[3]赵成文,宋 波,潘振宇,等.轻钢结构住宅支撑体系抗震性能研究[J]. 沈阳建筑大学学报:自然科学版,2006,22(4):571-574. ZHAO Cheng-wen,SONG Bo,PAN Zhen-yu,et al.Seismic Research of Braced Frame of Light Weight Steel Structure[J].Journal of Shenyang Jianzhu University:Natural Science,2006,22(4):571-574.
[4]彭观寿,高轩能,陈明华.支撑布置对钢框架结构抗侧刚度的影响[J].工业建筑,2008,38(5):83-87,70. PENG Guan-shou,GAO Xuan-neng,CHEN Ming-hua.Effects of Layout of Bracing on Lateral Stiffness of Steel Frames[J].Industrial Construction,2008,38(5):83-87,70.
[5]郝文化.ANSYS土木工程应用实例[M].北京:中国水利水电出版社,2005. HAO Wen-hua.Application Examples of ANSYS in Civil Engineering[M].Beijing:China Water Power Press,2005.
[6]GB 50017—2003,钢结构设计规范[S]. GB 50017—2003,Code for Design of Steel Structures[S].
[7]杨维国.宁夏轻钢抗震节能体系示范农宅抗震性能振动台检验报告[R].北京:国家建筑工程质量监督检验中心,2009. YANG Wei-guo.Shaking Table Test Report of Lightweight Steel Seismic Energy-saving Systems of Ningxia Rural Residential[R].Beijing:National Center for Quality Supervision & Test of Building Engineering,2009.

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Memo:
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Last Update: 2010-06-20