|Table of Contents|

Seismic-design-oriented Classification of Structures and Members and Structure Influence Coefficient(PDF)

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

Issue:
2007年03期
Page:
65-75
Research Field:
Publishing date:
2007-09-20

Info

Title:
Seismic-design-oriented Classification of Structures and Members and Structure Influence Coefficient
Author(s):
TONG Gen-shu
School of Architectural Engineering, Zhejiang University, Hangzhou 310027, Zhejiang, China
Keywords:
seismic design resistant lateral force system seismic action structure influence coefficient SDOF ductility adjustment coefficient
PACS:
TU352.11
DOI:
-
Abstract:
Based on the analysis of ductility, damping, post-yield stiffness, energy-dissipating capacity, hysteretic curve shape, effecting on SDOF system under seismic, a systematic classification of earthquake-resistant structures, members, sections and structure influence coefficient closely related to the classification were proposed. For coordinating to concept of minor shock seismic force, and considering good ductility of steel structure, much cutting to seismic action, seismic ductility adjustment coefficient was introduced and supported to classification of structures and members.

References:

[1] TJ 11-78,建筑抗[HJ]震设计规范[S].
TJ 11-78,Building Anti-seismic Design Code[S].
[2]CECS 160:2004,建筑工程抗震性态设计通则[S].
CECS 160:2004,Building Engineering Anti-seismic Behavior Design General Rule[S].
[3]UBC 1997,International Conference of Building Officials[S].
[4]Eurocode 8,Design of Structures for Earthquake Resistance[S].
[5]GB 11-89,建筑抗震设计规范[S].
GB 11-89,Building Anti-seismic Design Code[S].
[6]GB 50011-2001,建筑抗震设计规范[S].
GB 50011-2001,Building Anti-seismic Design Code[S].
[7]VELETSOS A S,NEWMARK N M.Effect of Inelastic Behavior on the Response of Simple System to Earthquake Motion[C]//Science Council of Japan.Proc.2nd World Conf.on Earthquake Engrg.Tokyo:Science Council of Japan,1960:895-912.
[8]CLOUGH R W,PENZIEN J.Dynamics of Structures[M].New York:McGraw-Hill,1975.
[9][KG-*3]TONG Gen-shu,HUANG Jin-qiao.Seismic Force Modification Factor for Ductile Structures[J].Journal of Zhejiang University Science,2005,16(8):813-825.
[10]童根树,黄金桥.不同滞回模型下SDOF的位移和能量反应[J].浙江大学学报:工学版,2005,39(1):123-130.
TONG Gen-shu,HUANG Jin-qiao.Displacement and Energy Response of Singled Degree Freedom Systems with Different Hysteretic Model[J].Journal of Zhejiang University:Engineering Science,2005,39(1):123-130.
[11]ANSI/AISC 341-05,Seismic Provisions for Structural Steel Buildings[S].
[12]赵永峰,童根树.修正Clough滞回模型下的地震力调整系数[J].土木工程学报,2006,39(10):34-41.
ZHAO Yong-feng,TONG Gen-shu.Seismic Force Modification Factors for Structures with Modified-Clough Hysteretic Model[J].China Civil Engineering Journal,2006,39(10):34-41.
[13]沈蒲生,刘 杨.水平地震作用下框支剪力墙结构的变形研究[J].建筑科学与工程学报,2005,22(1):58-63.
SHEN Pu-sheng,LIU Yang.Distortion Research of Shear Wall Structure Supported on Frame Under Earthquake Actions[J].Journal of Architecture and Civil Engineering,2005,22(1):58-63.
[14]刘 忠,沈蒲生,陈 铖.惯性荷载和地震荷载作用下单桩横向非线性动力响应简化分析[J].中国公路学报,2005,18(3):66-69.
LIU Zhong,SHEN Pu-sheng,CHEN Cheng.Simplified Analysis for Lateral Nonlinear Dynamic Response of Single Pile Under Inertial and Seismic Loads[J].China Journal of Highway and Transport,2005,18(3):66-69.
[15]黄建文,朱 晞.以位移为基础的钢筋混凝土连续梁桥抗震设计方法[J].中国公路学报,2005,18(2):28-33.
HUANG Jian-wen,ZHU Xi.Displacement-based Seismic Design Method for RC Continuous Girder Bridges[J].China Journal of Highway and Transport,2005,18(2):28-33.
[16]易伟建,张 颖.混凝土框架结构抗震设计的弯矩增大系数[J].建筑科学与工程学报,2006,23(2):46-51.
YI Wei-jian,ZHANG Ying.Moment Magnification Factor in Anti-seismic Design of Concrete Frame Structure[J].Journal of Architecture and Civil Engineering,2006,23(2):46-51.
[17]聂利英,范立础.地震作用下城市立交抗震挡防撞措施分析[J].中国公路学报,2006,19(3):49-53.
NIE Li-ying,FAN Li-chu.Analysis of Crashworthy Measure of Reinforced Concrete Block on Anti-seism in Urban Interchange Bridge Under Earthquake[J].China Journal of Highway and Transport,2006,19(3):49-53.
[18]王锁军,王元清,吴 杰,等.组合梁刚度对组合框架的抗震性能影响分析[J].建筑科学与工程学报,2006,23(1):39-45.
WANG Suo-jun,WANG Yuan-qing,WU Jie,et al.Analysis of Composite Beam Rigidity Influencing Seismic Properties of Composite Frame[J].Journal of Architecture and Civil Engineering,2006,23(1):39-45.
[19]邵长江,吴永红,钱永久.混凝土桥梁结构非线性地震损伤演化[J].中国公路学报,2006,19(5):41-45.
SHAO Chang-jiang,WU Yong-hong,QIAN Yong-jiu.Evolution of Nonlinear Seismic Damage of Concrete Bridge Structure[J].China Journal of Highway and Transport,2006,19(5):41-45.
[20]徐爱敏,陈衡治,谢 旭.结构极限承载力计算方法及其收敛性[J].中国公路学报,2006,19(5):65-70.
XU Ai-min,CHEN Heng-zhi,XIE Xu.Calculation Method for Ultimate Bearing Capacity of Structure and Its Convergence[J].China Journal of Highway and Transport,2006,19(5):65-70.

Memo

Memo:
-
Last Update: 2007-09-20