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THE POUNDING EFFECT ANALYSIS OF ELEVATED BRIDGE INDUCED FROM EARTHQUAKE MOTION WITH THE EXPLICIT FINITE ELEMENT METHOD

机译：用显式有限元法分析地震作用引起的桥梁高耸效应。

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《》|2006年||共8页
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1. Experimental and three-dimensional finite element method studies on pounding responses of bridge structures subjected to spatially varying ground motions [J] . He Li-Xiang, Shrestha Bipin, Hao Hong, Advances in Structural Engineering . 2017,第1期

机译：空间变化地震动作用下桥梁结构碰撞响应的试验和三维有限元方法研究
2. An　explicit　finite　element－finite　difference　method　for　analyzing　the　effect　of　visco－elastic　local　topography　on　the　earthquake　motion [J] . 李小军, 廖振鹏, 关慧敏地震学报：英文版 . 1995,第003期

机译：一种明确的有限元有限差分差分方法，用于分析粘弹性局部地形对地震运动的影响
3. Effects of the earthquake-induced pounding upon pier motions in the multi-span simply supported steel girder bridge [J] . Won Jeong-Hun, Mha Ho-Seong, Kim Sang-Hyo Engineering Structures . 2015,第juna15期

机译：地震冲击对多跨简支钢梁桥墩运动的影响
4. THE POUNDING EFFECT ANALYSIS OF ELEVATED BRIDGE INDUCED FROM EARTHQUAKE MOTION WITH THE EXPLICIT FINITE ELEMENT METHOD [C] . GUO An-xin, LI Zhong-jun China-Japan-US Symposium on Structural Control and Monitoring(SSCM'2006); 20061016-17; Hangzhou(CN) . 2006

机译：用显式有限元法分析地震作用引起的桥梁高耸效应。
5. 3-D nonlinear finite element analysis of reinforced concrete low-rise wall structures and bridges under earthquake excitations. [D] . Lou, Kangyu. 1997

机译：地震作用下钢筋混凝土低层墙结构和桥梁的3-D非线性有限元分析。
6. Stress Induced in the Periodontal Ligament under Orthodontic Loading (Part I): A Finite Element Method Study Using Linear Analysis [O] . M Hemanth, Shilpi deoli, H P Raghuveer, 2015

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7. Development of a Refined Analysis Method for Earthquake-Induced Pounding between Adjacent RC Frame Structures [O] . Yongqiang Yang, Shuang Li 2019

机译：相邻RC框架结构之间的地震诱导冲击的精细分析方法的开发

THE POUNDING EFFECT ANALYSIS OF ELEVATED BRIDGE INDUCED FROM EARTHQUAKE MOTION WITH THE EXPLICIT FINITE ELEMENT METHOD

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