土木工程、建筑工程 |
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砌体墙侧向受力性能精细有限元模拟 |
王春江, 朱震宇, 李向民, 蒋利学, 许清风 |
1. 上海交通大学 船舶海洋与建筑工程学院,上海 200240; 2. 上海市工程结构安全重点实验室,上海 200032;
3. 上海市建筑科学研究院(集团)有限公司,上海 200032 |
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High precision finite element simulation on lateral mechanical behavior of masonry wall |
WANG Chun jiang, ZHU Zhen yu, LI Xiang min, JIANG Li xue, XU Qing feng |
1. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai
200240, China; 2. Shanghai Key Laboratory of Engineering Structure Safety, Shanghai 200032, China;
3. Shanghai Research Institute of Building Sciences (Group) Co.Ltd, Shanghai 200032, China |
引用本文:
王春江, 朱震宇, 李向民, 蒋利学, 许清风. 砌体墙侧向受力性能精细有限元模拟[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008973X.2016.06.003.
WANG Chun jiang, ZHU Zhen yu, LI Xiang min, JIANG Li xue, XU Qing feng. High precision finite element simulation on lateral mechanical behavior of masonry wall. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008973X.2016.06.003.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008973X.2016.06.003
或
http://www.zjujournals.com/eng/CN/Y2016/V50/I6/1024
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[1] 丁大钧. 《砌体结构》教学刍议[J]. 建筑结构, 1999,3: 13-18.
DING Dajun. Discussion on teaching of masonry structures [J]. Building Structure, 1999,3: 13-18.
[2] 苑振芳,刘斌.我国砌体结构的发展现状与展望[J].建筑结构,1999,10: 9-13.
YUAN Zhenfang, LIU Bin. Development status and outlook of the masonry structures in China [J]. Building Structure, 1999,10: 9-13.
[3] 中国建筑东北设计研究院有限公司.砌体结构设计规范:GB 500032011[S]. 北京:中国建筑工业出版,2011.
[4] 中国建筑科学研究院.建筑抗震设计规范:GB 500102010[S]. 北京:中国建筑工业出版, 2010.
[5] 李碧雄,谢和平,王哲,等. 汶川地震后多层砌体结构震害调查及分析[J]. 四川大学学报:工程科学版, 2009, 41(4):19-25.
LI Bixiong, XIE Heping, WANG Zhe, et al. Wenchuan earthquake field reconnaissance and analysis on multistory masonry structrue buildings [J]. Journal of Sichuan University: Engineering Science Edition, 2009, 41(4): 19-25.
[6] ANDREAUS U. Failure criteria for masonry panelsunder inplane loading [J]. Journal of Structural Engineering, 1996, 122(1): 37-46.
[7] MONDAL G, JAIN S K. Lateral stiffness of masonry infilled reinforced concrete (RC) frames with centralopening [J]. Earthquake Spectra, 2008, 24(3):701-723.
[8] ASTERIS P G, Lateral stiffness of brick masonry infilled plane frames [J]. Journal of Structural Engineering, 2003, 129(8): 1071-1079.
[9] MOHEBKHAH A, TASNIMI A A, MOGHADAM H A. Nonlinear analysis of masonryinfilled steel frames with openings using discrete element method [J]. Journal of Constructional Steel Research, 2008, 64(12):1463-1472.
[10] 周彧, 金伟良. 基于离散单元法的框架填充墙裂缝数值模拟[J]. 建筑砌块与砌块建筑, 2008, 6: 36.
ZHOU Yu, JIN Weiliang. Numerical simulation on infill cracks of frame based on discrete element method [J]. Building Block and Block Building, 2008, 6: 36.
[11] MILANI G, LOURENO P B, TRALLI A. Homogenised limit analysis of masonry walls, Part I: failure surfaces [J]. Computers and Structures, 2006, 84(3): 166-180.
[12] ATTARD M M, NAPPI A, TINLOI F. Modeling fracture in masonry [J]. Journal of Structural Engineering, 2007, 133(10): 1385-1392.
[13] LOTFI H R, SHING P B. Interface model applied to fracture of masonry structures [J]. Journal of Structural Engineering, 1994, 120(1): 63-80.
[14] MEHRABI A B, SHING P B. Finite element modeling of masonryinfilled RC frames [J]. Journal of Structural Engineering, 1997, 123(5): 604-613.
[15] SHING P B, STAVRIDIS A, KOUTROMANOS I, et al. Seismic performance of nonductile RC frames with brick infill [C]. ATC and SEI 2009 Conference on Improving the Seismic Performance of Existing Buildings and Other Structures. San Francisco: ATCSEI, 2009: 1117-1128.
[16] SHRESTHA K C, NAGAE T, ARAKI Y. Finite element modeling of cyclic outofplane response of masonry walls retrofitted by inserting inclined stainless steel bars [J]. Journal of Disaster Research, 2011,6(1): 36-43.
[17] 寇剑锋,徐绯,郭家平,等. 黏聚力模型破坏准则及其参数选取[J]. 机械强度,2011,33(5):714-718.
Kou Jianfeng, XU Fei, GUO Jiaping, et al. Damage laws of cohesive zone model and selection of the parameters [J]. Journal of Mechanical Strength, 2011,33(5):714718.
[18] 刘桂秋.砌体结构基本受力性能的研究[D].长沙:湖南大学,2005.
LIU Guiqiu. Research on the basic mechanical behavior of masonry structure [D]. Changsha: Hunan University, 2005.
[19] 孔璟常.砌体填充墙RC框架结构平面内抗震性能数值模拟研究[D]. 哈尔滨:哈尔滨工业大学, 2011.
KONG Jingchang. Numerical simulation for inplane seismic performance of masonryinfilled RC frames [D]. Harbin: Harbin Institute of Technology, 2011.
[20] 袁菁颖.碳纤维布加固H型钢梁的实验研究和数值模拟[D].上海:上海交通大学, 2008.
YUAN Jingying. Experimental research and numerical simulations on Hshaped steel beam strengthened with CFRP [D]. Shanghai: Shanghai Jiao Tong University, 2008. |
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