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

卷:

26卷

期数:

2009年03期

页码:

117-121

栏目:

出版日期:

2009-09-20

文章信息/Info

Title:

Analysis of Period Ratio of Concrete Structure

作者:

陈曦，梁剑青

上海建筑设计研究院有限公司,上海200041

Author(s):

CHEN Xi, LIANG Jian-qing

Shanghai Institute of Architecture Design & Research Co. Ltd, Shanghai 200041, China

关键词:

混凝土结构;  周期比;  质量中心;  刚度中心;  扭转系数

Keywords:

concrete structure;  period ratio;  mass center;  stiffness center;  torsion coefficient

分类号:

TU378.1

DOI:

-

文献标志码:

A

摘要:

为了深入研究混凝土结构设计中用于控制结构扭转效应的一个重要参数——周期比,推导出了2自由度框架结构模型的周期比和与之相关的扭转系数的理论公式,并分析了结构质量中心(质心)与刚度中心(刚心)的偏离和结构周边抗侧移构件刚度这2个因素对结构周期比的影响; 同时采用计算机软件SATWE建立简化的三层框架结构模型,分别对调整楼面荷载前后的荷载分布和刚度分布进行了分析。结果表明:理论推导和软件分析的结果一致,增加质量中心和刚度中心的偏离程度或增加结构周边抗侧移构件刚度,都能使结构周期比减小。

Abstract:

In order to deeply study the important parameter used for controlling the torsion effect in the design of concrete structures-period ratio, the theoretical formulas of this parameter and its related torsion coefficient of one 2-DOF frame structure model were deduced, and the influences of two factors which were displacement of stiffness center from mass center and stiffness of peripheral members on period ratio of concrete structure were analyzed; a simplified three-story frame structure model was established by using computer software SATWE and the analyses before and after the rearrangement of the load distribution and stiffness distribution of floor load were carried out. The results show that the theoretical deduction results coincide with software analysis results, and increase of displacement of stiffness center from mass center or stiffness of peripheral members leads to decrease of period ratio.

参考文献/References:

[1] GB 50009-2001,建筑结构荷载规范[S].
GB 50009-2001,Code for Load of Building Structures[S].
[2]GB 50010-2002,混凝土结构设计规范[S].
GB 50010-2002,Code for Concrete Structures Design[S].
[3]GB 50011-2001,建筑抗震设计规范[S].
GB 50011-2001,Code for Seismic Design of Buildings[S].
[4]JGJ 3-2002,高层建筑混凝土结构技术规程[S].
JGJ 3-2002,Technical Code for Concrete Structures of Tall Building[S].
[5]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.
[6]丁发兴,余志武,欧进萍.混凝土单轴受力损伤本构模型[J].长安大学学报:自然科学版,2008,28(4):70-73.
DING Fa-xing,YU Zhi-wu,OU Jin-ping.Damage Constitutive Model for Concrete Under Uniaxial Stress Conditions[J].Journal of Chang'an University:Natural Science Edition,2008,28(4):70-73.
[7]杨茂盛,王 乐.混凝土结构工程综合性能评价的技术方法分析[J].西安建筑科技大学学报:自然科学版,2007,39(2):263-266.
YANG Mao-sheng,WANG Le.Method Analysis in Comprehensive Performance Evaluation of the Concrete Structure Engineering[J].Journal of Xi'an University of Architecture & Technology:Natural Science Edition,2007,39(2):263-266.
[8]王振红,朱岳明,于书萍.薄壁混凝土结构施工期温控防裂研究[J].西安建筑科技大学学报:自然科学版,2007,39(6):773-778.
WANG Zhen-hong,ZHU Yue-ming,YU Shu-ping.Study on Temperature Control and Crack Prevention of Thin-walled Concrete Structures During Construction Period[J].Journal of Xi'an University of Architecture & Technology:Natural Science Edition,2007,39(6):773-778.
[9]马玉平,马 昕,张志权.混凝土强度变异的因素研究[J].西安科技大学学报,2004,24(3):289-292.
MA Yu-ping,MA Xin,ZHANG Zhi-quan.Study on Factors Influencing the Strength of Concrete[J].Journal of Xi'an University of Science and Technology,2004,24(3):289-292.
[10]吕西林,周德源,李思明,等.建筑结构抗震设计理论与实例[M].上海:同济大学出版社,2002:57-64.
LU Xi-lin,ZHOU De-yuan,LI Si-ming,et al.Aseismic Design Theory and Practice of Building Structures[M].Shanghai:Tongji University Press,2002:57-64.
[11]中国建筑科学研究院.多层及高层建筑结构空间有限元分析与设计软件SATWE用户手册及技术条件[M].北京:中国建筑科学研究院,2002:123-125.
China Academy of Building Research.Manual and Technique Support of Software SATWE for Space Finite Element Analysis and Design of Multi-story and Tall Buildings[M].Beijing:China Academy of Building Research,2002:123-125.

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备注/Memo

备注/Memo:

收稿日期:2009-04-08
作者简介:陈 曦(1981-),男,福建厦门人,工学博士,E-mail:changesheet@163.com。

常用功能

更新日期/Last Update: 2009-09-20