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	考虑内力状态的连续刚构桥典型施工阶段地震易损性分析期刊论文振动与冲击, 2021, 卷号: 40, 期号: 24, 页码: 136-143+179 作者: 石岩; 熊利军; 李军; 郑国足; 裴银海收藏 \| 浏览/下载：8/0 \| 提交时间：2022/03/04 连续刚构桥(RFB) 施工过程等效荷载法内力状态(IFS) 增量动力分析地震易损性
	Damage Identification of Bridge Structural Based on Strain Influence Line Curvature of Elastic Restrained Beam 期刊论文 Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2021, 卷号: 29, 期号: 4, 页码: 901-914 作者: Zhou, Yu; Di, Shengkui; Li, Ximei; Li, Wanrun; Yuan, Zi 收藏 \| 浏览/下载：3/0 \| 提交时间：2022/02/17 Arch bridges Arches Analytical expressions Bending resistance Bridge structures Damage Identification Indeterminate beams Measuring points Restraint stiffness Strain measuring
	Correlation Analysis of Ground Motion Duration Indexes and Nonlinear Seismic Responses of a Long-span Continuous Rigid-Frame Bridge with High-Rise Piers 期刊论文 JOURNAL OF EARTHQUAKE ENGINEERING, 2021 作者: Shi, Yan; Li, Jun; Qin, Hongguo; Zhong, Zhengwu; Wang, Junwen 收藏 \| 浏览/下载：13/0 \| 提交时间：2021/10/14 Ground motion duration continuous rigid-frame bridge (CRFB) nonlinear seismic response numerical simulation correlation analysis
	Iridoid Constituents of Viburnum brachybotryum 期刊论文 JOURNAL OF NATURAL PRODUCTS, 2021, 卷号: 84, 期号: 7, 页码: 1915-1923 作者: Rao, Li; Li, Yao; He, Qian; Liu, Yu; Su, Yu 收藏 \| 浏览/下载：43/0 \| 提交时间：2021/11/04
	Dynamic vertical interaction between man and bridge based on circular arc plantar inverted pendulum model 期刊论文 Zhendong yu Chongji/Journal of Vibration and Shock, 2021, 卷号: 40, 期号: 11, 页码: 58-64 作者: Zhu, Qiankun; Shang, Xuqiang; Zhang, Qiong; Du, Yongfeng 收藏 \| 浏览/下载：8/0 \| 提交时间：2022/02/17 Dynamic loads Equations of motion Pendulums Runge Kutta methods Concentrated mass Dynamic load factor Inverted pendulum model Lagrange equation Runge-Kutta algorithms Self-excited force Variable step size Walking frequencies
	Seismic damage analysis of a long-span continuous rigid frame bridge with high piers during typical construction stages 期刊论文 Zhendong yu Chongji/Journal of Vibration and Shock, 2020, 卷号: 39, 期号: 22, 页码: 89-95 作者: Shi, Yan; Zhang, Fenjie; Han, Jianping; Li, Jun; Qin, Hongguo 收藏 \| 浏览/下载：10/0 \| 提交时间：2022/02/17 Damage detection Earthquakes Nanocantilevers Piers Rigidity Roofs Construction period Construction stages Continuous rigid frame bridges Displacement ductility factors Forward directivity Incremental dynamic analysis Longitudinal direction Near fault ground motion
	Experimental study on vertical dynamic coupling effect of pedestrian-structure 期刊论文 Jianzhu Jiegou Xuebao/Journal of Building Structures, 2020, 卷号: 41, 期号: 11, 页码: 125-133 作者: Zhu, Qiankun; Ma, Farong; Zhang, Qiong; Du, Yongfeng 收藏 \| 浏览/下载：3/0 \| 提交时间：2022/02/17 Damping Dynamic loads Flexible structures Footbridges Modal analysis Acceleration response Acceleration sensors Acceleration-time history Dynamic characteristics Long span structures Operational modal analysis Structural frequencies Structure and dynamics
	Experimental study on vertical dynamic coupling effect of pedestrian-structure 期刊论文 Jianzhu Jiegou Xuebao/Journal of Building Structures, 2020, 卷号: 41, 期号: 11, 页码: 125-133 作者: Zhu, Qiankun; Ma, Farong; Zhang, Qiong; Du, Yongfeng 收藏 \| 浏览/下载：12/0 \| 提交时间：2020/11/14 Damping Dynamic loads Flexible structures Footbridges Modal analysis Acceleration response Acceleration sensors Acceleration-time history Dynamic characteristics Long span structures Operational modal analysis Structural frequencies Structure and dynamics
	用于人体动能收集的锆钛酸钡钙基无铅压电陶瓷研究学位论文 : 中国科学院大学, 2020 作者: 吴应红收藏 \| 浏览/下载：21/0 \| 提交时间：2021/09/07 无铅压电陶瓷,锆钛酸钡钙,压电效应,人体动能收集
	Influence Line Analysis and Damage Detection of Railway Bridge Deflection with Non-ideal Boundaries 期刊论文 Gongcheng Kexue Yu Jishu/Advanced Engineering Science, 2020, 卷号: 52, 期号: 3, 页码: 123-132 作者: Wang, Lixian; Zhou, Yu; Di, Shengkui; Xiang, Changsheng 收藏 \| 浏览/下载：3/0 \| 提交时间：2020/11/14 Beams and girders Deflection (structures) Plate girder bridges Railroad bridges Railroads Analytical expressions Damage Identification Log-normal distribution Noise resistance Rotational restraints Simulation example Supporting conditions Uncertainty parameters

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