外廊式RC框架破坏机理的振动台试验研究

黄思凝, 郭迅, 孙得璋, 管友海, Tarasenko A. A

黄思凝, 郭迅, 孙得璋, 管友海, Tarasenko A. A. 外廊式RC框架破坏机理的振动台试验研究[J]. 工程力学, 2016, 33(12): 63-71,85. DOI: 10.6052/j.issn.1000-4750.2015.06.0473
引用本文: 黄思凝, 郭迅, 孙得璋, 管友海, Tarasenko A. A. 外廊式RC框架破坏机理的振动台试验研究[J]. 工程力学, 2016, 33(12): 63-71,85. DOI: 10.6052/j.issn.1000-4750.2015.06.0473
shu
HUANG Si-ning, GUO Xun, SUN De-zhang, GUO You-hai, Tarasenko A A. SHAKING TABLE TEST ON FAILURE MECHANISM OF RC FRAME WITH EXTERIOR CORRIDOR[J]. Engineering Mechanics, 2016, 33(12): 63-71,85. DOI: 10.6052/j.issn.1000-4750.2015.06.0473
Citation: HUANG Si-ning, GUO Xun, SUN De-zhang, GUO You-hai, Tarasenko A A. SHAKING TABLE TEST ON FAILURE MECHANISM OF RC FRAME WITH EXTERIOR CORRIDOR[J]. Engineering Mechanics, 2016, 33(12): 63-71,85. DOI: 10.6052/j.issn.1000-4750.2015.06.0473
shu

外廊式RC框架破坏机理的振动台试验研究

  • 1.

    中国石油大学(华东)储运与建筑工程学院, 青岛 266580;

  • 2.

    中国地震局工程力学研究所, 哈尔滨 150080;

  • 3.

    秋明国立石油天然气大学, 秋明 999081

基金项目: 山东省优秀中青年科学家科研奖励基金项目（2014BSE28027）；国家自然科学基金项目（51308510，51478117）；中央高校基本科研业务费专项资金资助项目（15CX02055A）
详细信息
    作者简介:

    黄思凝(1982-),男,黑龙江明水人,讲师,博士,主要从事结构抗震及实验技术研究(E-mail:qtthsnxf@163.com);郭迅(1967-),男,黑龙江大庆人,研究员,博士,博导,主要从事结构抗震及实验技术研究(E-mail:guoxun@iem.ac.cn);管友海(1975-),男,黑龙江齐齐哈尔人,副教授,博士,主要从事结构抗震研究(E-mail:gyhlhl@163.com);Tarasenko A A(1964-),男,俄罗斯人,教授,博士,俄罗斯自然科学院院士,主要从事工程安全性研究(E-mail:chepur@me.com).

    通讯作者:

    孙得璋(1982-),男,辽宁大连人,副研究员,博士,主要从事结构抗震研究(E-mail:sundz@iem.ac.cn).

  • 中图分类号: TU375.4;TU317.1

SHAKING TABLE TEST ON FAILURE MECHANISM OF RC FRAME WITH EXTERIOR CORRIDOR

  • 1.

    College of Pipeline and Civil Engineering, China University Petroleum, Qingdao 266580, China;

  • 2.

    Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China;

  • 3.

    Tyumen State Oil and Gas University, Tyumen 999081, Russian Federation

摘要

    摘要
  • 摘要: 通过地震现场调查，对汶川地震中大量倒塌的外廊式钢筋混凝土框架结构的破坏特点、倒塌方向及堆积情况进行了总结。设计相似比为1/4的两层外廊式框架结构模型，并进行了振动台框架倒塌试验。试验再现了典型外廊式框架的倒塌过程。根据框架倒塌模式及试验结果分析，研究了各层加速度反应随结构破坏程度加深的关系及层间位移角变化规律。总结出框架结构破坏不同阶段所对应的层间位移角限值，计算了不同输入下各柱的动轴压力大小，分析了外廊式框架的破坏机理及倒塌原因。研究结果表明：在倾覆弯矩引起的动轴压力作用下，外廊式框架单柱侧的总轴压比升高，延性显著降低，柱端塑性铰区出现压剪破坏是引起外廊式框架倒塌的主要原因。
    Abstract: Through site investigation of collapsed RC frames with exterior corridor (RCEC frame) in Wenchuan earthquake, the damage characteristics, collapse directions, and accumulation conditions were summarized. A scale model of a two-story RCEC frame with similarity 1/4 was designed and tested on a shaking table. The collapse process of the typical frame was reproduced in the test. From the analysis of collapse modes and test results, the relationship of the acceleration response of each floor are studied, which is corresponding to the structural damage and variation of story drift angles. The story drift angle limits reflecting different damage stages of the frame are analyzed and the dynamic axial compressions of each column are calculated. Then the failure mechanism and collapse causes of an RCEC frame are discussed. The experimental results show that the gross axial compression ratio of exterior corridor columns rises and ductility severely reduces under the dynamic axial compression caused by toppling moment, and that the crush of core concrete in the plastic hinge area of a column end is the main cause of the collapse of an RCEC frame.
    • HTML全文
    • 参考文献(21)
  • [1] 清华大学, 西南交通大学, 北京交通大学土木工程结构专家组. 汶川地震建筑震害分析[J]. 建筑结构学报, 2008, 29(4):1-9. Civil and Structural Groups of Tsinghua University, Xinan Jiaotong University, Beijing Jiaotong University. Analysis on seismic damage of buildings in the Wenchuan Earthquake[J]. Journal of Building Structures, 2008, 29(4):1-9. (in Chinese)
    [2] 叶列平, 陆新征, 赵世春, 等. 框架结构抗地震倒塌能力的研究:汶川地震极震区几个框架结构震害案例分析[J]. 建筑结构学报, 2009, 30(6):67-76. Ye Lieping, Lu Xinzheng, Zhao Shichun, et al. Seismic collapse resistance of RC frame structures-case studies on seismic damages of several RC frame structures under extreme ground motion in Wenchuan Earthquake[J]. Journal of Building Structures, 2009, 30(6):67-76. (in Chinese)
    [3] 翟长海, 李爽, 谢礼立, 孙亚民. 钢筋混凝土规则框架结构非弹性位移比谱研究[J]. 工程力学, 2009, 26(9):80-86. Zhai Changhai, Li Shuang, Xie Lili, Sun Yamin. Inelastic displacement ratio spectra for reinforced concrete regular frame structures[J]. Engineering Mechanics, 2009, 26(9):80-86. (in Chinese)
    [4] 王亚勇. 汶川地震建筑震害启示——抗震概念设计[J].建筑结构学报, 2008, 29(4):20-25. Wang Yayong. Lessons learnt from building damages in the Wenchuan earthquake-seismic concept design of buildings[J]. Journal of Building Structures, 2008, 29(4):20-25. (in Chinese)
    [5] Zhang Minzheng, Jin Yingjie. Building damage in Dujiangyan during Wenchuan Earthquake[J]. Earthquake Engineering and Engineering Vibration, 2008, 7(3):263-269.
    [6] 曲哲, 叶列平. 计算结构非线性地震峰值响应的等价线性化模型[J]. 工程力学, 2011, 28(10):93-100. Qu Zhe, Ye Lieping. An equivalent linear model to estimate maximum inelastic seismic responses of structural systems[J]. Engineering Mechanics, 2011, 28(10):93-100. (in Chinese)
    [7] 孙柏涛, 闫培雷, 胡春峰, 等. 汶川8.0级大地震极重灾区映秀镇不同建筑结构震害概述及原因简析[J]. 地震工程与工程振动, 2008, 28(5):1-9. Sun Baitao, Yan Peilei, Hu Chunfeng, et al. Overview on seismic damage to different structures in Yingxiu Town during Wenchuan Earthquake[J]. Journal of Earthquake Engineering and Engineering Vibration, 2008, 28(5):1-9. (in Chinese)
    [8] 岳茂光, 王东升, 孙治国, 苏志彬. 汶川地震下框架结构的抗倒塌能力分析[J]. 工程力学, 2012, 29(11):250-256. Yue Maoguang, Wang Dongsheng, Sun Zhiguo, Su Zhibin. Analysis on collapse resistant capability of reinforced concrete frame structure under Wenchuan earthquake[J]. Engineering Mechanics, 2012, 29(11):250-256. (in Chinese)
    [9] 马玉虎, 陆新征, 叶列平, 等. 漩口中学典型框架结构震害模拟与分析[J]. 工程力学, 2011, 28(5):71-77. Ma Yuhu, Lu Xinzheng, Ye Lieping, et al. Seismic damage simulation and analysis of typical RC frames of Xuankou School[J]. Engineering Mechanics, 2011, 28(5):71-77. (in Chinese)
    [10] 施炜, 叶列平, 陆新征, 等. 不同抗震设防RC框架结构抗倒塌能力的研究[J]. 工程力学, 2011, 28(3):41-48. Shi Wei, Ye Lieping, Lu Xinzheng, et al. Study on the collapse-resistant capacity of RC frames with different seismic fortification levels[J]. Engineering Mechanics, 2011, 28(3):41-48. (in Chinese)
    [11] Hakuno M, Meguro K. Simulation of concrete-frame collapse due to dynamic loading[J]. Journal of Engineering Mechanics, 1993, 19(9):1709-1723.
    [12] 顾祥林, 黄庆华, 汪小林, 等. 地震中钢筋混凝土框架结构倒塌反应的试验研究与数值仿真[J]. 土木工程学报, 2012, 45(9):36-45. Gu Xianglin, Huang Qinghua, Wang Xiaolin, et al. Spatial collapse responses of reinforced concrete frame structures under earthquakes:test study and numerical simulation[J]. China Civil Engineering Journal, 2012, 45(9):36-45. (in Chinese)
    [13] Elwood K J, Moehle J P. Dynamic collapse analysis for a reinforced concrete frame sustaining shear and axial failures[J]. Earthquake Engineering and Structural Dynamics, 2008, 37(7):991-1012.
    [14] Wu C L, Kuo W W, Yang S J, et al. Collapse of a nonductile concrete frame:shaking table tests[J]. Earthquake Engineering & Structural Dynamics, 2009, 38(2):205-224.
    [15] 易伟建, 何庆锋, 肖岩. 钢筋混凝土框架结构抗倒塌性能的试验研究[J]. 建筑结构学报, 2007, 28(5):104-117. Yi Weijian, He Qingfeng, Xiao Yan. Collapse performance of RC frame structure[J]. Journal of Building Structures, 2007, 28(5):104-117. (in Chinese)
    [16] 吴波, 黄仕香, 赵新宇. 混凝土框剪结构的落层倒塌碰撞试验[J]. 工程力学, 2012, 29(6):176-187. Wu Bo, Huang Shixiang, Zhao Xinyu. Experimental study on pancake collapse of RC frame-shear wall structures[J]. Engineering Mechanics, 2012, 29(6):176-187. (in Chinese)
    [17] 郭迅. 汶川地震震害与抗倒塌新认识[J]. 土木建筑与环境工程, 2010, 32(增刊):28-29. Guo Xun. New investigation and consideration of seismic hazard and collapse resistant of Wenchuan quake[J]. Journal of Civil Architectural & Environmental Engineering, 2010, 32(Suppl):28-29. (in Chinese)
    [18] 黄思凝, 郭迅, 孙得璋, 等. 轻质填充墙框架结构性能的振动台试验研究[J]. 工程力学, 2014, 31(9):182-189. Huang Sining, Guo Xun, Sun Dezhang, et al. Shaking table test on seismic performance of frame-structure with light-weight infilled walls[J]. Engineering Mechanics, 2014, 31(9):182-189. (in Chinese)
    [19] 黄思凝, 郭迅, 张敏政, 等. 钢筋混凝土结构小比例尺模型设计方法及相似性研究[J]. 土木工程学报, 2012, 45(7):31-38. Huang Sining, Guo Xun, Zhang Minzheng, et al. Study of design method and similitude for small-scale reinforced concrete structural models[J]. China Civil Engineering Journal, 2012, 45(7):31-38. (in Chinese)
    [20] 杨伟松, 郭迅, 许卫晓, 等. 翼墙-框架结构振动台试验研究及有限元分析[J]. 建筑结构学报, 2015, 36(2):96-103. Yang Weisong, Guo Xun, Xu Weixiao, et al. Shaking table test and finite element analysis of wing wall-frame structure[J]. Journal of Building Structures, 2015, 36(2):96-103. (in Chinese)
    [21] 许卫晓, 孙景江, 杜轲, 等. 阶梯墙框架结构振动台对比试验研究[J]. 土木工程学报, 2014, 47(2):62-70. Xu Weixiao, Sun Jingjiang, Du Ke, et al. Shaking table comparison test of stepped wall-frame structure[J]. China Civil Engineering Journal, 2014, 47(2):62-70. (in Chinese)
    • 相关文章
    • 施引文献(10)

  • 期刊类型引用(3)

    1. 张慎，陈州，李霆，熊世树. 基于ABAQUS的木材本构模型及试验验证. 工程力学. 2025(03): 77-89 . 本站查看
    2. 陈志华，冯浩，刘佳迪. 轻钢-速生木自攻螺钉连接构件抗拔性能研究. 钢结构(中英文). 2023(09): 1-8 . 百度学术
    3. 吴荣宝，宋懿，徐一恺，赵展熠，朱一辛，王志强，杨庆增. 自攻螺钉在竹木混合正交胶合木中抗拔性能研究. 木材科学与技术. 2023(06): 61-67 . 百度学术

    其他类型引用(7)

    • 资源附件(0)
计量
  • 文章访问数:  456
  • HTML全文浏览量:  31
  • PDF下载量:  137
  • 被引次数: 10
出版历程
  • 收稿日期:  2015-06-02
  • 修回日期:  2016-01-10
  • 刊出日期:  2016-12-24

目录

摘要
HTML全文
    参考文献(21)
    相关文章
    施引文献(10)
    资源附件(0)

    /

    返回文章
    返回

    京ICP备18030614号

    版权所有 © 《工程力学》编辑部

    地址：北京清华大学新水利馆114室邮政编码：100084

    电话：(010)62788648传真：021-64253812电子信箱：gclxbjb@tsinghua.edu.cn

    本系统由北京仁和汇智信息技术有限公司开发  百度统计