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- Seismic response analysis methods for performance based design II. 基于性能设计的建筑振动解析2。
- For the convenience of comparative analysis, the substructure method for seismic response analysis of pile-soil-structure system is briefly presented. 考虑桩-土相互作用效应,建立了桩基结构地震响应分析的有限元计算模型,并在时域上进行了整体有限元数值计算。
- The major orientation now direct towards two research field: Bridge Dynamic Optimization and Seismic Response Analysis of Large-span Bridge. 目前学科正在进行桥梁动力优化和大跨径桥梁地震响应分析两个方向的探索研究。
- A random wave-theory analysis method is developed for the random seismic response analysis of layered soil sites under the P-and SV-wave excitations. 提出了P、SV波作用下层状土层地震反应分析的随机波动分析方法。
- Then, based on the seismic response analysis of the extrados cable-stayed, influence of high-order vibration modes on dynamic behavior of the bridges is analyzed. 在分析矮塔斜拉桥地震反应的基础上，通过引入振型贡献率的概念，分析了高阶振型对矮塔斜拉桥动力性能的影响；
- Based on the modal perturbation method and the mode superposition method, an approach is established for vertical seismic response analysis of prestressed aqueducts. 摘要首先建立了考虑预应力影响的渡槽竖向地震反应分析的变系数微分方程。
- Seismic response analysis of a long-span cable-stayed bridge under random seismic excitations with spatial variations, including travelling effect, incoherence effect and local site effect, was made with stochastic method. 摘要以南京第二长江大桥南汉桥为例，采用随机振动分析方法研究了地震动的空间变化特性，包括行波效应、部分相干效应以及局部场地效应对大跨度斜拉桥地震响应的影响。
- Multi-span continuous bridges have large extended length longitudinally,the more rational method for seismic response analysis should be performed considering the traveling wave effect. 多跨连续梁桥纵向延伸长度比较长,进行地震反应分析时应考虑地震波有限波速传播所引起的行波效应。
- Multi-span continuous bridges have large extended length longitudinally, the more rational method for seismic response analysis should be performed considering the traveling wave effect. 多跨连续梁桥纵向延伸长度比较长，进行地震反应分析时应考虑地震波有限波速传播所引起的行波效应。
- Romagnoli R., Varvelli R., An integrated seismic response analysis of offshore Pipeline-sea Floor Systems, 7thInternational Conference on Offshore Mechanics and Arctic Engineering, 1988,139-145. 孙政策;段梦兰;张文;陈德成;现用海底管线抗震设计方法存在的问题及解决办法;振动工程学报.
- The 3-D dynamic model,fiber beam element model,wall element model and integration algorithm of dynamic differentia equation used in elastop-lastic seismic response analysis are introduced. 对某框支短肢剪力墙-异形柱框架结构进行了非线性时程分析,介绍了弹塑性地震反应分析中采用的空间整体动力模型、纤维梁元模型、墙元模型及动力微分方程的积分方法。
- SEISMIC RESPONSE ANALYSIS OF LARGE SCALE AQUEDUCTS 大型渡槽结构地震响应分析
- SEISMIC RESPONSE ANALYSIS OF CHENGDU CLAY SOIL MASS 成都粘土场地土体的地震反应分析
- soil layer seismic response analysis 土层地震反应分析
- elastoplastic seismic response analysis 弹塑性时程分析
- seismic response analysis of soil 土层地震反应
- random seismic response analysis 随机地震反应分析
- nonlinear seismic response analysis 非线性地震反应分析
- THE RANDOM SEISMIC RESPONSE ANALYSIS OF SOIL IN SITE 场地土的随机地震反应分析
- The Seismic Response Analysis of Long Span CFST Arch Bridge 大跨度钢管混凝土拱桥地震反应分析
