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浏览/检索结果: 共7条，第1-7条 帮助 已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 Kinematic response of rectangular piles under S waves 期刊论文 COMPUTERS AND GEOTECHNICS, 2018, 卷号: Vol.102, 页码: 229-237 作者:  Zhang, C;  Deng, P;  Ke, WH 收藏  |  浏览/下载：10/0  |  提交时间：2019/12/26 Rectangular piles  Kinematic response  Modified Vlasov model  Soil-pile interaction  Hamilton\'s principle   Kinematic response of rectangular piles under S waves 期刊论文 COMPUTERS AND GEOTECHNICS, 2018, 卷号: Vol.102, 页码: 229-237 作者:  Zhang, Chao;  Deng, Peng;  Ke, Wenhai 收藏  |  浏览/下载：9/0  |  提交时间：2019/12/26 Rectangular piles  Kinematic response  Modified Vlasov model  Soil-pile interaction  Hamilton\'s principle   Buckling of Fully Embedded Single Piles by Using the Modified Vlasov Foundation Model 期刊论文 INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2017, 卷号: 17 作者:  Deng, Tao;  Liu, Qijian;  Huang, Ming 收藏  |  浏览/下载：3/0  |  提交时间：2019/11/21 soil-pile system  modified Vlasov foundation  pile  Buckling  variational principle   Buckling of Fully Embedded Single Piles by Using the Modified Vlasov Foundation Model. 期刊论文 International Journal of Structural Stability & Dynamics, 2017, 卷号: Vol.17 No.1, 页码: 1 作者:  Deng, Tao;  Liu, Qijian;  Huang, Ming 收藏  |  浏览/下载：5/0  |  提交时间：2019/12/31 Buckling  modified Vlasov foundation  pile  soil-pile system  variational principle   Kinematic Response of Single Piles to Vertical P-Waves in Multilayered Soil 期刊论文 Journal of Earthquake and Tsunami, 2015, 卷号: Vol.9 No.2, 页码: 1550004 作者:  Ke, WH;  Zhang, C;  Deng, P 收藏  |  浏览/下载：4/0  |  提交时间：2019/12/31 Multilayered soil  kinematic response  single piles  soil–pile interaction  modified Vlasov model   Transverse seismic kinematics of single piles by a modified Vlasov model 期刊论文 International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 卷号: Vol.38 No.18, 页码: 1953-1968 作者:  Liu, Qijian;  Deng, Fangjun;  He, Yibin 收藏  |  浏览/下载：6/0  |  提交时间：2019/12/31 single piles  transverse kinematics  soil-pile interaction  the modified Vlasov model  Hamilton's principle   Dynamic analysis of flexible cantilever wall retaining elastic soil by a modified Vlasov–Leontiev model 期刊论文 Soil Dynamics and Earthquake Engineering, 2014, 卷号: Vol.63, 页码: 217-225 作者:  Liu, Qijian;  Tian, Yuxiang;  Deng, Fangjun 收藏  |  浏览/下载：4/0  |  提交时间：2019/12/31 Seismic response  Flexible retaining wall  Soil–wall interaction  Modified Vlasov–Leontiev model  Hamilton׳s principle