1 龙江,李莉萍. 土家族吊脚楼结构解读. 华中建筑, 2008, 26(2):195-198 (Long Jiang, Li Liping. Construction of stiltedbuilding of Tujia Nationality. Huazhong Architecture, 2008,26(2): 195-198 (in Chinese))
[2]
2 林毅红. 新农村建设背景下鄂西土家族吊脚楼的发展与运用. 南京艺术学院学报(美术与设计), 2010, (6): 101-103 (Lin Yi-hong. Development and application of the building char-acters of wooden houses projecting over the water of thetujia ethnic minority in west Hubei on the background ofneo-village construction policy. Journal of Nanjing ArtsInstitute, 2010, (6): 101-103 (in Chinese))
[3]
3 郭选昌,朱绚绚. 重庆吊脚楼在现代住宅建设中的传承. 重庆工学院学报(社会科学版), 2008, 22(1): 91-93 (Guo Xuan-chang, Zhu Xunxun. The inheritance of Chongqing stiltedbuilding on modern residential construction. Journal ofChongqing Institute of Technology (Social Science), 2008,22(1): 91-93 (in Chinese))
[4]
4 Kishi N, Sara Ghadimi Khasraghy, Hisashi Kon-No. Nu-merical simulation of reinforced concrete beams under con-secutive impact loading. Structural Journal, 2011, 108(4):444-452
[5]
5 Kishi N, Mikami H, Matsuoka KG, et al. Impact behaviorof shear-failure-type RC beams without shear rebar. Inter-national Journal of Impact Engineering, 2002, 27(9): 955-968
[6]
6 Bhatti A Q, Kishi N, Mikami H, et al. Elasto-plastic im-pact response analysis of shear-failure-type RC beams withshear rebars. Materials & Design, 2009, 30(3): 502-510
[7]
7 狄生奎,李健,张得强. 泥石流冲击作用下框架结构的破坏机理. 山地学报, 2012, 30(2): 201-206 (Di Shengkui, Li Jian,Zhang Deqiang. Damege mechanism of frame structuresimpacted by debris flow. Journal of Mountain Science,2012, 30(2): 201-206 (in Chinese))
[8]
8 熊世树,潘琴存,熊明祥. 钢框架组合结构的冲击倒塌分析与防倒措施研究. 铁道工程学报, 2006, (8): 53-57 (Xiong Shishu,Pan Qincun, Xiong Mingxiang. The collapsed analysis andstudy of protective methods of steel frame with compos-ite slab under impact load. Journal of Railway EngineerSociety, 2006,(8): 53-57 (in Chinese))
[9]
9 刘锋,吕西林. 冲击载荷作用下框架结构的非线性动力响应. 振动工程学报, 2008, 21(2): 107-114 (Liu Feng, Lü Xilin. Non-linear dynamic responses of impulsive loaded frame struc-ture. Journal of Vibration Engineering, 2008, 21(2): 107-114 (in Chinese))
[10]
10 张炎圣,陆新征. 大学生结构设计大赛中的计算机仿真分析. 力学与实践, 2009, 31(4): 110-112, 102 (Zhang Yansheng, LuXinzheng. Computer simulation analysis in structure de-sign competition. Mechanics in Engineering, 2009, 31(4):110-112, 102 (in Chinese))
[11]
11 余世策,宋翔,杨丁亮等. 结构设计竞赛中风力发电塔模型设计与制作. 力学与实践, 2010, 32(6): 96-99 (Yu Shice, SongXiang, Yang Dingliang, et al. Design and model of a windturbine tower in structure design competition. Mechanicsin Engineering, 2010, 32(6): 96-99 (in Chinese))
[12]
12 张佳,吴立香,彭扬波等. 山东省结构设计竞赛一等奖模型设计分析. 力学与实践, 2011, 33(4): 77-79 (Zhang Jia, Wu Lixi-ang, Peng Yangbo, et al. Design and analysis in Shandongstructure design competition. Mechanics in Engineering,2011, 33(4): 77-79 (in Chinese))
[13]
13 李国强,孙建运,王开强. 爆炸冲击载荷作用下框架柱简化分析模型研究. 振动与冲击, 2007, 26(1): 8-11 (Li Guoqiang, SunJianyun, Wang Kaiqiang. Research on a simplified framecolumn model to resist blast load. Journal of Vibrationand Shock, 2007, 26(1): 8-11 (in Chinese))
[14]
14 克拉夫, 彭津. 结构动力学. 北京: 高等教育出版社,2011
[15]
15 朱平华,陈华建,张行等. 砼轴压构件时变可靠性的敏感度研究. 武汉理工大学学报,2004, 26(3): 63-66 (Zhu Pinghua,Chen Huajian, Zhang Xing, et al. Sensitivity analysis ofreinforced concrete axial compressive members based ontime-dependent reliability. Journal of Wuhan Universityof Technology, 2004, 26(3): 63-66 (in Chinese))
