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浏览/检索结果: 共5条，第1-5条 帮助 限定条件 发表日期：2019     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 Residual displacement ratio demand of oscillators representing HSSF-EDBs subjected to near-fault earthquake ground motions 期刊论文 Engineering Structures, 2019, 卷号: Vol.191, 页码: 598-610 作者:  Ke Ke;  Wei Wang;  Michael C.H. Yam;  Lu Deng 收藏  |  浏览/下载：5/0  |  提交时间：2019/12/13 High strength steel  Energy dissipation bay  Residual displacement ratio  Trilinear oscillator  Empirical formula   Residual displacement ratio demand of oscillators representing HSSF-EDBs subjected to near-fault earthquake ground motions 期刊论文 ENGINEERING STRUCTURES, 2019, 卷号: Vol.191, 页码: 598-610 作者:  Ke, K;  Wang, W;  Yam, MCH;  Deng, L 收藏  |  浏览/下载：10/0  |  提交时间：2019/12/17 High strength steel  Energy dissipation bay  Residual displacement ratio  Trilinear oscillator  Empirical formula   Modification of slope stability probability classification and its application to rock slopes in hydropower engineering regions 期刊论文 GEOLOGIA CROATICA, 2019, 卷号: 72, 页码: 71-80 作者:  Li Xiu-Zhen;  Tan Rong-Zhi;  Gao Yan 收藏  |  浏览/下载：51/0  |  提交时间：2020/03/06 rock slopes  hydropower engineering region  slope stability probability classification system  modification  Hoek-Brown strength criterion  CSMR system   Estimation of the Mechanical Properties of Igneous Rocks in Consideration of Seismic Effects 期刊论文 ROCK MECHANICS AND ROCK ENGINEERING, 2019, 卷号: 52, 期号: 11, 页码: 4287-4300 作者:  Cui, Zhen;  Sheng, Qian;  Leng, Xianlun;  Zhu, Zeqi;  Zhang, Yonghui 收藏  |  浏览/下载：16/0  |  提交时间：2020/04/08 Earthquake effect  Mechanical properties  Strain rate  Igneous rocks  Hoek-Brown strength criteria   An approach to predicting the shear strength of soil-rock mixture based on rock block proportion 期刊论文 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2019, 期号: -, 页码: - 作者:  Zhang, Zhenping;  Sheng, Qian;  Fu, Xiaodong;  Zhou, Yongqiang;  Huang, Juehao 收藏  |  浏览/下载：35/0  |  提交时间：2020/04/08 Soil-rock mixture  Empirical formula  Strength characteristics  Rock block proportion