|本期目录/Table of Contents|

[1]尹越,车鑫宇,曹宇,等.混凝土密柱石膏复合墙板抗震性能及简化模型[J].天津大学学报(自然科学版),2017,(04):358-366.[doi:10.11784/tdxbz201601066]
 Yin Yue,Che Xinyu,Cao Yu,et al.Seismic Behavior and Simplified Model of Plasterboard Wall Reinforced with In-Filled RC Columns[J].Journal of Tianjin University,2017,(04):358-366.[doi:10.11784/tdxbz201601066]
点击复制

混凝土密柱石膏复合墙板抗震性能及简化模型()
分享到:

《天津大学学报(自然科学版)》[ISSN:0493-2137/CN:12-1127/N]

卷:
期数:
2017年04
页码:
358-366
栏目:
建筑工程
出版日期:
2017-04-30

文章信息/Info

Title:
Seismic Behavior and Simplified Model of Plasterboard Wall Reinforced with In-Filled RC Columns
作者:
尹越12 车鑫宇13 曹宇4 黄尧堃1
1. 天津大学建筑工程学院,天津 300072;2. 滨海土木工程结构与安全教育部重点实验室(天津大学),天津 300072;3. 中国建筑西南设计研究院有限公司,成都 610041;4. 天津大学建筑设计研究院,天津 300072
Author(s):
Yin Yue12 Che Xinyu13 Cao Yu4 Huang Yaokun1
1.School of Civil Engineering, Tianjin University, Tianjin 300072, China
2.Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China
3. China Southwest Architectural Design and Research Institute Corp Ltd, Chengdu 610041, China
4.Architectural Design and Research Institute of Tianjin University, Tianjin 300072, China
关键词:
混凝土密柱石膏复合墙板 抗震性能 等效带缝剪力墙 滞回曲线 骨架曲线
Keywords:
plasterboard wall reinforced with in-filled RC columns seismic performance equivalent slitted shear wall hysteretic curve skeleton curve
分类号:
TU398
DOI:
10.11784/tdxbz201601066
文献标志码:
A
摘要:
混凝土密柱石膏复合墙板是一种由钢筋混凝土和石膏纤维板组成的可用于多高层建筑的新型组合墙体结构.本文对混凝土密柱石膏复合墙板在低周往复荷载作用下的滞回性能进行了数值分析, 得到了复合墙板的滞回曲线和骨架曲线, 讨论了剪跨比、轴压比等参数对复合墙板承载力、耗能能力及刚度退化等的影响.结果表明, 混凝土密柱石膏复合墙板滞回曲线饱满, 耗能能力较强, 抗震性能较好, 剪跨比对复合墙板滞回性能有较大影响.建立了混凝土密柱石膏复合墙板的等效带缝剪力墙简化分析模型.对等效带缝剪力墙的滞回分析表明, 等效带缝剪力墙与混凝土密柱石膏复合墙板受力机理及滞回性能均较为接近, 验证了采用等效带缝剪力墙进行混凝土密柱石膏复合墙板整体结构地震响应分析的适用性和可靠性.
Abstract:
Plasterboard wall reinforced with in-filled RC columns is a new type of composite wall structure for multi-story or high-rise buildings. In this paper,the hysteretic behavior of plasterboard wall reinforced with in-filled RC columns under low cyclic loading was studied numerically. Hysteretic curves and skeleton curves were obtained and the influences of shear span ratio and axial compression ratio on bearing capacity,energy dissipation capacity and stiffness degradation were discussed. The results showed that the composite wall has plumb hysteretic curves,good energy dissipation capacity and good seismic performance. Shear span ratio has great effect on the hysteretic behavior of the composite wall. Equivalent slitted shear wall was set up as the simplified model for the composite wall. Hysteretic analysis showed that the hysteretic behavior of the equivalent slitted shear wall agreed very well with that of the plasterboard wall reinforced with in-filled RC columns,which verified the applicability and reliability of the equivalent slitted shear wall as the simplified model in seismic analysis of structures composed of plasterboard wall reinforced with in-filled RC columns.

参考文献/References:

[1] Wu Y F, Dare M P. Axial and shear behavior of glass fiber reinforced gypsum wall panels:Tests[J]. ASCE Journal of Composites for Construction, 2004, 8(6):569-578.
[2] Kang L, Wu Y F, Jiang X L. Shear strength of concrete filled glass fiber reinforced gypsum walls [J]. Materials and Structures, 2008, 41:649-662.
[3] Wu Y F. The structural behavior and design methodology for a new building system consisting of glass fiber reinforced gypsum panels [J]. Construction and Building Materials, 2009, 23:2905-2913.
[4] Liu K. Shear strength of concrete and gypsum composite walls[J]. Applied Mechanics & Materials, 2013, 368/369/370(1):976-983.
[5] 赵考重, 袁长波, 王莉. 灌芯玻璃纤维石膏墙板轴心受压构件试验研究[J]. 建筑结构, 2010, 40(1):116-119.
Zhao Kaozhong, Yuan Changbo, Wang Li. Experimental study on concrete filled glass fiber reinforced gypsum panel axial compressive members [J]. Building Structures, 2010, 40(1):116-119(in Chinese).
[6] Janardhana M, Davis P R, Ravichandran S S, et al. Calibration of a hysteretic model for glass fiber reinforced gypsum wall panels [J]. Earthquake Engineering & Engineering Vibration, 2014, 2(2):347-355.
[7] Ma S, Jiang N. Seismic experimental study on new-type composite exterior wallboard with integrated structural function and insulation [J]. Materials, 2015, 8:3732-3753.
[8] 姜忻良, 谷岩, 董嘉岭, 等. 灌芯混凝土石膏墙板结构抗震性能试验研究[J]. 地震工程与工程振动, 2006, 26(3):165-167.
Jiang Xinliang, Gu Yan, Dong Jialing, et al. Research on seismic behavior of reinforced plasterboard filled with concrete [J]. Earthquake Engineering and Engineering Vibration, 2006, 26(3):165-167(in Chinese).
[9] 尹越, 车鑫宇, 曹宇, 等. 混凝土密柱石膏复合墙板结构性能及简化分析模型[J]. 土木建筑与环境工程, 2015, 37(5):18-25.
Yin Yue, Che Xinyu, Cao Yu, et al. Structural behavior and simplified analysis model of plasterboard wall reinforced with in-filled RC columns [J]. Journal of Civil, Architectural & Environmental Engineering, 2015, 37(5):18-25(in Chinese).
[10] ABAQUS. Theory Manual Version 6.10[M]. 2012.
[11] GB 50010—2010混凝土结构设计规范[S]. 北京:中国建筑工业出版社, 2010.
GB 50010—2010 Code for Design of Concrete Structures [S]. Beijing:China Architecture and Building Press, 2010(in Chinese).
[12] 张劲, 王庆扬, 胡守营, 等. ABAQUS混凝土损伤塑性模型参数验证[J]. 建筑结构, 2008, 38(8):127-130.
Zhang Jin, Wang Qingyang, Hu Shouying, et al. Parameters verification of concrete damaged plastic model of ABAQUS [J]. Building Structures, 2008, 38(8):127-130(in Chinese).
[13] 孟闻远, 王俊锋, 张蕊. 基于ABAQUS 的钢筋混凝土结构本构模型对比分析[J]. 华北水利水电学院学报, 2012, 33(1):40-42.
Meng Wenyuan, Wang Junfeng, Zhang Rui. Comparison analysis of constitutive models of reinforced concrete structures based on ABAQUS [J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2012, 33(1):40-42(in Chinese).
[14] 苑立森, 寇文飞, 刘和亮, 等. ABAQUS中混凝土材料损伤参数的研究[J]. 湖北工业大学学报, 2013, 28(5):99-101.
Yuan Lisen, Kou Wenfei, Liu Heliang, et al. Study of concrete material damage parameter in ABAQUS [J]. Journal of Hubei University of Technology, 2013, 28(5):99-101(in Chinese).
[15] 聂建国, 王宇航. ABAQUS中混凝土本构模型用于模拟结构静力行为的比较研究[J]. 工程力学, 2013(4):59-67.
Nie Jianguo, Wang Yuhang. Comparison study of constitutive model of concrete in ABAQUS for static analysis of structures[J]. Engineering Mechanics, 2013(4):59-67(in Chinese).
[16] 谷岩, 姜忻良, 张海. 纤维石膏速成板的力学性能试验研究[J]. 山东农业大学学报, 2009, 40(1):107-111.
Gu Yan, Jiang Xinliang, Zhang Hai. Experimental research on mechanical properties of fiber-reinforced gypsum panel [J]. Journal of Shangdong Agricultural University, 2009, 40(1):107-111(in Chinese).
[17] JGJ/T 101—2015建筑抗震试验规程[S]. 北京:中国建筑工业出版社, 2015.
JGJ/T 101—2015Specification for Seismic Test of Buildings [S]. Beijing:China Architecture and Building Press, 2015(in Chinese).
[18] GB 50011—2010建筑抗震设计规范[S]. 北京:中国建筑工业出版社, 2010.
GB 50011—2010Code for Seismic Design of Buildings [S]. Beijing:China Architecture and Building Press, 2010(in Chinese).
[19] 姜南, 张宇, 许岩, 等. 混凝土石膏复合墙板实用性计算方法[J]. 天津大学学报, 2008, 41(4):471-475.
Jiang Nan, Zhang Yu, Xu Yan, et al. Practical calculation method for gypsum concrete compositive wall plate [J]. Journal of Tianjin University, 2008, 41(4):471-475(in Chinese).

相似文献/References:

[1]刘皞,曹万林,董宏英,等.内藏分块钢板组合剪力墙抗震性能试验[J].天津大学学报(自然科学版),2016,(09):944.[doi:10.11784/tdxbz201508046]
 Liu Hao,Cao Wanlin,Dong Hongying,et al.Experiment on Seismic Behavior of Composite Shear Wall with Concealed Partitioned Steel Plates[J].Journal of Tianjin University,2016,(04):944.[doi:10.11784/tdxbz201508046]
[2]张锡治,马健,蔡魏巍,等.变预应力度装配式管柱抗震性能试验[J].天津大学学报(自然科学版),2016,(10):1041.[doi:10.11784/tdxbz201504031]
 Zhang Xizhi,Ma Jian,Cai Weiwei,et al.Experiment on Seismic Behavior of Prefabricated Pipe Column with Various Levels of Prestress[J].Journal of Tianjin University,2016,(04):1041.[doi:10.11784/tdxbz201504031]
[3]徐龙河,代长顺,逯登成,等.自恢复耗能支撑框架结构滞回特性模拟分析[J].天津大学学报(自然科学版),2016,(10):1049.[doi:10.11784/tdxbz201504045]
 Xu Longhe,Dai Changshun,Lu Dengcheng,et al.Simulation of Hysteretic Behavior of Self-Centering Energy Dissipation Braced Frame Structure[J].Journal of Tianjin University,2016,(04):1049.[doi:10.11784/tdxbz201504045]
[4]张锡治,蔡魏巍,张潮,等.变轴压比预制高强混凝土混合配筋管柱抗震性能研究[J].天津大学学报(自然科学版),2017,(02):167.[doi:10.11784/tdxbz201507044]
 Zhang Xizhi,Cai Weiwei,Zhang Chao,et al.Seismic Behavior of Prefabricated High Strength Concrete Pipe Column with Mixed Reinforcement Under Various Axial-Compression Ratio[J].Journal of Tianjin University,2017,(04):167.[doi:10.11784/tdxbz201507044]
[5]于敬海,丁永君,谢剑,等.高强钢筋高强混凝土双肢剪力墙抗震性能试验[J].天津大学学报(自然科学版),2017,(02):181.[doi:10.11784/tdxbz201512014]
 Yu Jinghai,Ding Yongjun,Xie Jian,et al.Experiment on Seismic Behavior of High Strength Reinforced Concrete Coupled Shear Wall[J].Journal of Tianjin University,2017,(04):181.[doi:10.11784/tdxbz201512014]
[6]谢剑,朱元吉,严加宝.预制外墙挂板-剪力墙结构抗震性能试验[J].天津大学学报(自然科学版),2017,(08):806.[doi:10.11784/tdxbz201601026]
 Xie Jian,Zhu Yuanji,Yan Jiabao.Experiment on Seismic Behavior of Shear Wall Structures with Precast Exterior Cladding Panels[J].Journal of Tianjin University,2017,(04):806.[doi:10.11784/tdxbz201601026]
[7]赵秋红,郝博超,李楠.钢板剪力墙简化分析模型研究[J].天津大学学报(自然科学版),2017,(增刊):42.[doi:10.11784/tdxbz201704104]
 Zhao Qiuhong,Hao Bochao,Li Nan.Simplified Analytical Models of Steel Plate Shear Walls[J].Journal of Tianjin University,2017,(04):42.[doi:10.11784/tdxbz201704104]
[8]刘洋,陈志华,安琦,等.轻型钢木组合剪力墙抗侧性能试验研究[J].天津大学学报(自然科学版),2017,(增刊):78.[doi:10.11784/tdxbz201704095]
 Liu Yang,Chen Zhihua,An Qi,et al.Experimental Investigation on Lateral Resistance Performance of Light Timber-Steel Hybrid Shear Wall[J].Journal of Tianjin University,2017,(04):78.[doi:10.11784/tdxbz201704095]
[9]张锡治,牛四欣,章少华.基于ABAQUS的承压状态下PHC管桩变参数分析[J].天津大学学报(自然科学版),2017,(增刊):123.[doi:10.11784/tdxbz201704079]
 Zhang Xizhi,Niu Sixin,Zhang Shaohua.Parametric Analysis of PHC Pipe Piles in Pressurized Situations Based on ABAQUS[J].Journal of Tianjin University,2017,(04):123.[doi:10.11784/tdxbz201704079]
[10]王元清,赵义鹏,徐春一,等.不同种类螺栓的不锈钢端板连接节点抗震性能试验研究[J].天津大学学报(自然科学版),2017,(增刊):140.[doi:10.11784/tdxbz201704106]
 Wang Yuanqing,Zhao Yipeng,Xu Chunyi,et al.Experimental Study on Seismic Performance of Stainless Steel End-Plate Connections with Different Types of Bolts[J].Journal of Tianjin University,2017,(04):140.[doi:10.11784/tdxbz201704106]

备注/Memo

备注/Memo:
收稿日期: 2016-01-19; 修回日期: 2016-05-13.
作者简介: 尹越(1971—), 男, 博士, 副教授.
通讯作者: 尹越, yinyue@tju.edu.cn.
基金项目: 住房和城乡建设部科学技术计划项目(2013-R-25).
Supported by the Science and Technology Program of Ministry of Housing and Urban-Rural Development(No. 2013-R-25).
更新日期/Last Update: 2017-04-10