[1] 郭 迅.汶川大地震震害特点与成因分析[J]地震工程与工程振动, 2009, 29( 6 ): 74- 87.
Guo Xun.Characteristics and mechanism analysis of the great Wenchuan earthquake[J].Earthquake Engineering and Engineering Vibration,29(6):74-87.
[2] 王成.玉树4.14地震建筑结构震害调查与分析[J]建筑结构, 2010,40( 8):106-109.
Wang Cheng.Investigation and analysis of building structure damage in Yushu earthquake[J].Building Structure,2010,40( 8):106-109.
[3] 公茂盛,杨永强,谢礼立.芦山7.0级地震中钢筋混凝土框架结构震害分析[J]地震工程与工程振动,2013, 33( 3):21-26.
Gong Maosheng,Yang Yongqiang,Xie Lili.Damage to reinforced concrete frame buildings in Lushan M7.0 earthquake[J]Earthquake Engineering and Engineering Dynamics,2013, 33( 3):21-26.
[4] GB50011-2010.建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.
GB50011-2010.Code for seismic design of buildings [S]. Beijing: China Architecture and Building Press,2010.
[5] 李春祥,尹文汉,汪英俊.复杂形体钢框架-钢板核心筒结构的抗震性能研究[J]振动与冲击,2014,33(13):176-182.
Li Chunxiang,Yin Wenhan,Wang Yingjun. Seismic performance of a complex shape steel frame-steel plate shear wall core tube structure[J]Jounal of Vibration and Shock, 2014,33(13):176-182.
[6] 国明超,栾曙光,鞠杨等. 钢筋混凝土带翼墙短柱抗震性能研究[J].建筑结构学报,1996,17(3):32-42.
Guo Mingchao, Luan Shuguang, Ju Yang et al. Study on seismic behavior of reinforced concrete short column with wing wall [J].Journal of Building Structures,1996,17(3):32-42.
[7] 张绍武,魏闯,陈涛等. 增设翼墙加固钢筋混凝土柱受力性能分析[J]. 工程抗震与加固改造,2013,35(4):131-135.
Zhang Shaowu, Wei Chuang, Chen Tao, et al. The mechanics behavior analysis of the strengthening reinforced concrete column with wing wall[J]. Earthquake Resistant Engineering and Retrofitting,2013,35(4):131-135.
[8] 张令心,王财权,刘洁平. 翼墙加固方法对框架结构抗震性能的影响分析[J]. 土木工程学报,2012,45(S2):16-21.
Zhang Lingxin, Wang Caiquan, Liu Jieping. Analysis of the influence on structural seismic capability by wing wall strengthening method[J]. China Civil Engineering Journal, 2012,45(S2):16-21.
[9] 张鹏程,袁兴仁. 框架结构增设支撑与增设翼墙抗震加固方案对比[J]. 土木工程学报,2010,43(S):442-446
Zhang Pengcheng, Yuan Xingren. Steel brace and wing-wall applicating for seismic strengthening of frame building [J]. China Civil Engineering Journal, 2010,43(S):442-446. (in Chinese))
[10] 林树枝,袁兴仁. 翼墙加固单跨框架抗震性能研究[J].工程改造与加固,2011,33(1): 99-105.
Lin Shuzhi, Yuan Xingren.Study on seismic performance of single- spanframe strengthened by wing- wall[J].Earthquake Resistant Engineering and Retrofitting, 2011,33(1): 99-105.
[11] 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.
[12] Park YJ, Reinborn AM, Kunnath SK. IDARC: inelastic damage analysis of reinforced concrete frame-shear-wall structures[R]. Technical report NCEER-87-0008, Buffalo: State University of New York at Buffalo, 1987.
[13] Valles RE, Reinborn AM, Kunnath SK, Li C, Madan A. IDARC 2D version4.0: a program for the inelastic damage analysis of buildings[R].Technical report NCEER-96-0010, Buffalo: State University of New York at Buffalo, 1996.
[14] 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.
[15] 赵作周,管桦,钱稼茹. 欠人工质量缩尺振动台试验结构模型设计方法[J].建筑结构学报,2010,31(7):78-85.
Zhao Zuozhou, Guan Hua, Qian Jiaru. Design method of small scaled shaking table test structural model laking artificial mass[J]. Journal of Building Structures, 2010, 31(7):78-85.
[16] 张敏政.地震模拟实验中相似律应用的若干问题[J].地震工程与工程振动,1997,17(2):52-58.
Zhang Minzheng. Study on similitude laws for shaking tabel tests[J]. Journal of Earthquake Engineering and Engineering Vibration, 1997,17(2):52-58.
[17] 刘钊,王秋生.材料力学[M].哈尔滨:哈尔滨工业大学出版社,2008.153-157.
Liu Zhao,Wang Qiusheng. Mechanics of materials[M]. Harbin:Harbin Institute of Technology Pres,153-157.