【代表性论文】 [1] Niu J, Ding Y, Shi Y*, Li Z. A simplified design method for metallic dampers used in the transverse direction of cable-stayed bridges. Earthquake Engineering and Engineering Vibration 2019; Accepted. (SCI, EI收录) [2] Li Z, Wu Kun, Shi Y*, Li N, Ding Y. Experimental Study on the Interaction between Water and Cylindrical Structure under Earthquake Action. Ocean Engineering; Accepted. (SCI, EI收录) [3] Chen Z, Ding Y, Shi Y*, Li Z. A vertical isolation device with variable stiffness for long-span spatial structures. Soil Dynamics and Earthquake Engineering 2019; 123: 543-558. (SCI, EI收录) [4] Niu J, Ding Y, Shi Y*, Li Z. Oil damper with variable stiffness for the seismic mitigation of cable-stayed bridge in transverse direction. Soil Dynamics and Earthquake Engineering 2019; 125: 1-15. (SCI, EI收录) [5] 陈兆涛,丁阳,石运东*,李忠献.大跨空间结构竖向变刚度三维隔震装置及其隔震性能研究. 建筑结构学报 2019; 40(10): 28:35. (EI收录) [6] 牛建涛,丁阳,石运东*. 应用新型油阻尼器的斜拉桥横向减震体系. 地震工程与工程振动2019; 39(2): 111:120. [7] 李忠献,吴堃,石运东*,郑庆涛,李志永. 水-振动台相互作用竖向动力试验研究. 地震工程与工程振动2019; 39(3): 1:7. [8] 丁 阳,崔中豪,石运东*. 近场地震作用下三维隔震网壳隔震层位移响应研究. 地震工程与工程振动2019; 录用待发表. [9] Chen Z, Zong L, Ding Y, Shi Y. Improved physical theory model for strut members in long-span spatial structures. Journal of Constructional Steel Research 2019; 153: 85-100. (SCI, EI收录) [10] Shi Y*, Saburi K, Nakashima M. Second‐mode tuned mass dampers in base‐isolated structures for reduction of floor acceleration. Earthquake Engineering and Structural Dynamics 2018; 47(12): 2519-2538. (SCI, EI收录) [11] Li Z, Wu K, Shi Y*, Li N, Ding Y. Coordinative similitude law considering fluid-structure interaction for underwater shaking table tests. Earthquake Engineering and Structural Dynamics; 47:2315–2332, 2018. (SCI, EI收录) [12] Ding Y, Ma R, Shi Y*, Li Z. Underwater shaking table tests on bridge pier under combined earthquake and wave-current action. Marine Structures; 58: 301-320, 2018. (SCI, EI收录) [13] Li Z, Li C, Shi Y*, Zhou X. Experimental investigation on mechanical properties of Hybrid Fibre Reinforced Concrete. Construction and Building Materials; 157:930–942, 2017. (SCI, EI收录) [14] Li Z, Chen Y, Shi Y. Seismic damage control of nonlinear continuous reinforced concrete bridges under extreme earthquakes using MR dampers. Soil Dynamics and Earthquake Engineering; 88:386-398,2016. (SCI, EI收录) [15] Li Z, Chen Y, Shi Y. Numerical failure analysis of a continuous reinforced concrete bridge under strong earthquakes using multi-scale models. Earthquake Engineering and Engineering Vibration; 16:397-413, 2017. (SCI, EI收录) [16] Bai Y*, Shi Y and Deng K. Collapse analysis of high-rise steel moment frames incorporating deterioration effects of column axial force-bending moment interaction. Engineering Structures; 127: 402-415, 2016. (SCI, EI收录) [17] Saburi K*, Shi Y, Nakashima M. Applications of TMD to reduce accelerations of top floors for mid-rise base isolations subjected to strong earthquakes. Journal of Structural and Construction Engineering; 81(720): 261-270, 2016. (EI收录) [18] Furukawa S*, Sato E, Shi Y, Becker TC, Nakashima M. Full-scale shaking table test of a base-isolated medical facility subjected to vertical motions. Earthquake Engineering and Structural Dynamics; 42:1931-1949, 2013. (SCI, EI收录) [19] Shi Y*, Becker TC, Sato E, Nakashima M. LQR control with frequency-dependent scheduled gain for a semi-active floor isolation system, Earthquake Engineering and Structural Dynamics; 43(9), 1265-1284, 2014. (SCI, EI收录) [20] Shi Y*, Kurata M, Nakashima M. Disorder and damage of base-isolated medical facilities when subjected to near-fault and long-period ground motions. Engineering and Structural Dynamics; 43(11), 1683-1701, 2014. (SCI, EI收录) [21] Shi Y*, Becker TC, Kurata M, Nakashima M. H∞ control in the frequency domain for a semi-active floor isolation system. Frontiers of Structural and Civil Engineering; 7(3):264-275, 2013. (EI收录) [22] 石运东*,陈以一.门式刚架边柱端板横放节点滞回性能试验研究.建筑结构,42(11),2012:114-118. |