PDF下载 分享
[1]姜南,梁壮.新型石膏混凝土复合外墙板的恢复力模型研究[J].天津大学学报(自然科学版),2018,(09):977-987.[doi:10.11784/tdxbz201709043]
 Jiang Nan,Liang Zhuang.Restoring Force Model of New Type Gypsum-Concrete Composite Exterior Wallboard[J].Journal of Tianjin University,2018,(09):977-987.[doi:10.11784/tdxbz201709043]
点击复制

新型石膏混凝土复合外墙板的恢复力模型研究

参考文献/References:

[1] 项阳. 全面推进建设节约型社会进程[J]. 砖瓦世界, 2006, 4:1-2.
Xiang Yang. Promoting the construction of a conservation oriented society in an all-round way[J]. Brick and Tile World, 2006, 4:1-2(in Chinese).
[2] 李宏男, 李兵. 钢筋混凝土剪力墙抗震恢复力模型及试验研究[J]. 建筑结构学报, 2004, 25(5):35-42.
Li Hongnan, Li Bing. Experimental study on seismic restoring performance of reinforced concrete shear walls [J]. Journal of Building Structures, 2004, 25(5):35-42(in Chinese).
[3] 吕西林, 董宇光, 丁子文. 截面中部配置型钢的混凝土剪力墙抗震性能研究[J]. 地震工程与工程振动, 2006, 26(6):101-107.
Lu Xilin, Dong Yuguang, Ding Ziwen. Study on seismic behavior of steel reinforced concrete wall[J]. Earthquake Engineering and Engineering Vibration, 2006, 26(6):101-107(in Chinese).
[4] 张弢, 许淑芳. 钢筋混凝土空心剪力墙恢复力模型研究[J]. 建筑结构, 2010, 40(3):431-433.
Zhang Tao, Xu Shufang. Study on restoring force model of the reinforced concrete hollow shear wall[J]. Building Structures, 2010, 40(3):431-433(in Chinese).
[5] 郭子雄, 杨勇. 恢复力模型研究现状及存在问题[J]. 世界地震工程, 2004, 20(4):47-51.
Guo Zixiong, Yang Yong. State-of-the-art of restoring force models for RC structures[J]. World Earthquake Engineering, 2004, 20(4):47-51(in Chinese).
[6] Ma Shaochun, Jiang Nan. Seismic experimental study on new-type composite exterior wallboard with integrated structural function and insulation[J]. Materials, 2015, 8:3732-3753.
[7] 剡理祯, 梁兴文, 徐洁, 等. 钢筋混凝土剪力墙变形能力计算方法研究[J]. 工程力学, 2014, 31(11):92-98.
Yan Lizhen, Liang Xingwen, Xu Jie, et al. Research on calculation method of deformation capacity of reinforced concrete shear wall[J]. Engineering Mechanics, 2014, 31(11):92-98(in Chinese).
[8] 马少春. 新型石膏-混凝土复合墙板及结构整体抗震性能研究[D]. 天津:天津大学, 2016.
Ma Shaochun. Seismic Behavior Research on the New Type Gypsum-Concrete Composite Wallboard and Whole Structure[D]. Tianjin:Tianjin University, 2016(in Chinese).
[9] 赵壁归. HRB400钢筋本构关系的理论与试验研究[D]. 武汉:华中科技大学, 2014.
Zhao Bigui. Theoretical and Experimental Study on the Constitutive Model of HRB400 Reinforced Bars[D]. Wuhan:Huazhong University of Science and Technology, 2014(in Chinese).
[10] 王坤. 基于损伤的钢筋混凝土剪力墙恢复力模型试验研究[D]. 西安:西安建筑科技大学, 2011.
Wang Kun. Experimental Researches on Restoring Force Model of Reinforced Concrete Shear Wall Based on Damage[D]. Xi’an:Xi’an University of Architecture and Technology, 2011(in Chinese).
[11] 王斌, 郑山锁. 考虑损伤效应的型钢高强高性能混凝土框架柱恢复力模型研究[J]. 建筑结构学报, 2012, 33(6):69-76.
Wang Bin, Zheng Shansuo. Study on restoring force model of SRHSHPC frame columns considering damage effects[J]. Journal of Building Structures, 2012, 33(6):69-76(in Chinese).
[12] 祁子洋, 姜南. 新型石膏混凝土复合墙板地震损伤模型研究[J]. 振动与冲击, 2016, 35(19):181-188.
Qi Ziyang, Jiang Nan. Seismic damage model for new-type gypsum concrete composite walls[J]. Journal of Vibration and Shock, 2016, 35(19):181-188(in Chinese).
[13] Park Y J, Ang H S. Mechanistic seismic damage model for reinforced concrete[J]. ASCE Journal of Structural Engineering, 1985, 111(4):722-739.
[14] 姚谦峰, 马静, 黄炜. 密肋复合墙体双参数地震损伤模型研究[J]. 西安交通大学学报, 2007, 41(7):852-856.
Yao Qianfeng, Ma Jing, Huang Wei. Two parameter earthquake damage model of multi-ribbed composite wall[J]. Journal of Xi’an Jiaotong University, 2007, 41(7):852-856(in Chinese).

备注/Memo

收稿日期: 2017-09-25; 修回日期: 2018-03-12.
作者简介: 姜南(1980—), 男, 博士, 副教授.
通讯作者: 姜南, jiangnan@tju.edu.cn.
基金项目: 国家自然科学基金资助项目(51478312).
Supported by the National Natural Science Foundation of China(No.,51478312).

更新日期/Last Update: 2018-09-10