全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...
工程力学  2015 

装配式混凝土剪力墙结构空间模型抗震性能试验

DOI: 10.6052/j.issn.1000-4750.2013.10.0988, PP. 153-159

Keywords: 预制混凝土,剪力墙结构,抗震性能,空间模型,试验

Full-Text   Cite this paper   Add to My Lib

Abstract:

对装配式混凝土剪力墙结构底部四层1/2比例空间模型进行了低周反复荷载试验。根据试验结果及试件原型静力弹塑性分析结果对比分析认为:装配式混凝土剪力墙结构抗震性能满足我国抗震设防要求,同时,由于填充墙效应及局部现浇带的有效约束,结构承载力及刚度得到提高,且有较大安全余度,可应用于实际工程;装配式混凝土剪力墙结构由于采用与剪力墙板整体预制的钢筋混凝土填充墙,设计时应充分考虑填充墙对主体结构强度和刚度的影响;装配式混凝土剪力墙结构弹性强度及刚度较现浇剪力墙结构有明显提高,但同时造成其在弹塑性阶段表现复杂,有必要建立其精细化弹塑性模型进行地震作用下的详细分析。

References

[1]  GB 50011-2002, 混凝土结构设计规范[S]. 北京: 中国建筑工业出版社, 2002. GB 50011-2002, Code for design of concrete structures [S]. Beijing: China Architecture and Building Press, 2002. (in Chinese)
[2]  GB 50011-2001, 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2002. GB 50011-2001, Code for seismic design of buildings [S]. Beijing: China Architecture and Building Press, 2002. (in Chinese)
[3]  JGJ 3-2002, 高层建筑混凝土结构技术规程[S]. 北京: 中国建筑工业出版社, 2002. JGJ 3-2002, Technical specification for concrete structures of tall building [S]. Beijing: China Architecture and Building Press, 2002. (in Chinese)
[4]  张军, 侯海泉, 董年才, 等. 全预制装配整体式剪力墙住宅结构设计及应用[J]. 施工技术, 2009, 38(5): 22―24. Zhang Jun, Hou Haiquan, Dong Niancai, et al. Design and application of assembly integral shear wall resistance with prefabricated reinforced concrete [J]. Construction Technology, 2009, 38(5): 22―24. (in Chinese)
[5]  Khaled A, Soudki, Sami H, Rizkalla, Bill LeBlanc. Horizontal connections for precast concrete shear walls subjected to cyclic deformations part 1: Mild steel connections [J]. PCI Journal, 1995, 40(4): 78―96.
[6]  Khaled A Soudki, Jeffrey S West, Sami H Rizkalla, Bruce Blackett. Horizontal connections for precast concrete shear wall panels under cyclic shear loading [J]. PCI Journal, 1996, 41(3): 64―81.
[7]  Shen Q, Kurama Y. Lateral load behavior of unbonded post-tensioned hybrid coupled walls [C]. Sixth ASCCS Conference on Steel and Concrete Composite Structures, Los Angeles, California, March 22-24, 2000: 793―800.
[8]  Kurama Y, Sause R, Pessiki S, et al. Seismic response evaluation of unbonded post-tensioned precast walls [J]. ACI Structural Journal, 2002, 99(5): 641―651.
[9]  Shen Q, Kurama Y, Nonlinear behavior of post-tensioned hybrid coupled wall subassemblages [J]. Journal of Structural Engineering, American Society of Civil Engineers, 2002, 128(10): 1290―1300.
[10]  Kurama Y, Shen Q. Post-tensioned hybrid coupled walls under lateral loads [J]. Journal of Structural Engineering, American Society of Civil Engineers, 2004, 130(2): 297―309.
[11]  Shen Q, Kurama Y, Weldon B. Seismic analysis, behavior, and design of unbonded post-tensioned hybrid coupled walls [D]. Norte Dame, Indiana, University of Notre Dame, 2004.
[12]  Kurama Y, Weldon B, Shen Q. Experimental evaluation of post-tensioned hybrid coupled wall subassemblages [J]. Journal of Structural Engineering, 2006, 132(7): 1017―1029.
[13]  Shen Q, Kurama Y, Weldon B. Seismic design and analytical modeling of post-tensioned hybrid coupled wall subassemblages [J]. Structural Engineering, 2006, 132(7): 1030―1040.
[14]  朱张峰, 郭正兴. 预制装配式剪力墙结构节点性能试验研究[J]. 土木工程学报, 2012, 45(1): 69―76. Zhu Zhangfeng, Guo Zhengxing. Seismic test and analysis of joints of new precast concrete shear wall structures [J]. China Civil Engineering Journal, 2012, 45(1): 69―76. (in Chinese)
[15]  朱张峰, 郭正兴. 预制装配式剪力墙结构墙板节点性能研究[J]. 地震工程与工程振动, 2011, 31(1): 35―40. Zhu Zhangfeng, Guo Zhengxing. Seismic performance research on wall-slab joints of new precast concrete shear wall structure [J]. Journal of Earthquake Engineering and Engineering Vibration, 2011, 31(1): 35―40. (in Chinese)
[16]  朱张峰, 郭正兴. 装配式短肢剪力墙平面模型抗震性能试验[J]. 哈尔滨工业大学学报, 2012, 44(4): 94―99. Zhu Zhangfeng, Guo Zhengxing. Test research on seismic performance of plane model of new precast concrete short-limed shear wall [J]. Journal of Harbin Institute of Technology, 2012, 44(4): 94―99. (in Chinese)
[17]  朱张峰, 郭正兴. 装配式短肢剪力墙低周反复荷载试验[J]. 工程力学, 2013, 30(5): 125―130. Zhu Zhangfeng, Guo Zhengxing. Low cyclic reversed load test on new precast concrete short leg shear wall [J]. Engineering Mechanics, 2013, 30(5): 125―130. (in Chinese)
[18]  GB 50009-2001, 建筑结构荷载规范[S]. 北京: 中国建筑工业出版社, 2002. GB 50009-2001, Load code for the design of building structures [S]. Beijing: China Architecture and Building Press, 2002. (in Chinese)

Full-Text

Contact Us

[email protected]

QQ:3279437679

WhatsApp +8615387084133