地震响应分析

  • 网络seismic response analysis
地震响应分析地震响应分析
  1. CFRP索斜拉试验桥动态测试与地震响应分析

    Dynamic test and seismic response analysis of testing cable-stayed bridge with CFRP cables

  2. CFRP索和钢索斜拉桥地震响应分析与抗震验算

    Seismic Response Analysis and Seismic Resistance Checking of Cable-stayed Bridges with CFRP Cables and Steel Cables

  3. 通过ANSYS软件实现张弦梁结构的地震响应分析。

    By ANSYS , the article implement the seismic response analyse of beam string structures .

  4. 基于ANSYS考虑浆液影响脱硫吸收塔结构地震响应分析

    The Seismic Response of Smoking Desulfuration Absorber Tower Considering Desulfurization Liquid Based on The Analysis of ANSYS

  5. 预应力LNG储罐混凝土外墙地震响应分析

    Analysis on the External Walls of the Prestressed Concrete LNG Storage Tank under Seismic Response

  6. P1水准下某悬索桥地震响应分析

    Analysis of Seismic Responses of A Suspension Bridge at P1 Level

  7. TMD多点控制体系随机地震响应分析的虚拟激励法

    Pseudo-excitation method for random earthquake response analysis of control system with MTMD

  8. 液压阻尼系统(HDS)控制立式钢制储罐地震响应分析

    Seismic response analysis of vertical steel storage tank with hydraulic damper system

  9. 软基SSI体系的简化地震响应分析方法

    Simplified seismic analysis method of soft soil SSI system

  10. 七层KP1型烧结页岩粉煤灰多孔砖房屋非线性地震响应分析

    Analyses on Nonlinear Seismic Behavior of a Seven-story KP_1 Burned Shale-Farinose Coal Porous Brick Building

  11. 通过利用ANSYS对某钢桁架桥进行了模态分析,并用时程分析法进行了在横桥向和竖桥向激励下的地震响应分析,得到了在关键截面的位移和杆件内力响应峰值。

    The mode response of a steel truss bridge was analyzed by ANSYS and its seismic responses under transverse and longitudinal excitation were calculated using time-history analysis function .

  12. FPS隔震底框住宅楼的地震响应分析

    Seismic Response of FPS-isolated Building with a RC Frame Structure as its Bottom Story

  13. 该方法也可用于带TMD、TLD结构、无损伤加层减震加固结构的随机地震响应分析及其基于动力可靠性约束的优化设计。

    The method can be used to the random response analysis and the optimization design of the add-layer structure and the structure with TMD and TLD .

  14. 本文首先介绍了LNG储罐抗震分析的国内外研究现状,总结了常用的储罐地震响应分析方法,并对其适用范围及优缺点进行了对比。

    Firstly , this paper describes the research status of the anti-seismic analysis of LNG storage tank , and summarizes the commonly used methods for the analysis of seismic response of tanks , comparing their advantages and disadvantages .

  15. 基于Pushover分析,分别采用三种方法对一实际大跨度桥梁开展了地震响应分析,并将所得结果与弹塑性时程分析进行了对比。

    By using the three methods based on the Pushover analysis , seismic analysis of a real long-span bridge is carried out , with results compared with those from the inelastic time history analysis .

  16. 选取典型的LNG储罐,运用数值分析法对两种隔震装置的LNG储罐进行了地震响应分析,建议采用有利于LNG储罐隔震的滚动凹形复位板加弹簧隔震装置。

    Select a typical LNG storage tank , the seismic response of two LNG storage tanks isolated devices were analyzed by numerical analysis , suggested adopting the rolling isolator with a concave board with spring in favor of LNG storage tanks . 5 .

  17. 本文采用应变率相关的混凝土非线性损伤模型以及基于Lagrange乘子的点点接触直接刚度法,进行了同时考虑混凝土材料非线性以及拱坝横缝接触非线性的高拱坝地震响应分析。

    The seismic response analysis of a high arch dam is carried out , in which the nonlinear characteristics of concrete is modeled by strain rate-dependent damage constitutive relationship and the nonlinear contact of joints is simulated by direct stiffness method based on the Lagrange multiplier .

  18. 其次分别输入El-Centro波(N-S)、Taft波和人工合成的合肥波,通过Newmark-β法对合肥电视塔进行地震响应分析,分析结果表明,结构的地震反应是多振型的组合。

    Then , the seismic response of Hefei TV Tower under the El-Centro 、 Taft and simulated earthquake wave of Hefei excitations was performed using the Newmark - β method , and the result shows that the seismic responses of the tower are combined with the multi-vibrational modes .

  19. 本文主要围绕着带桩箱基础的高层建筑结构的动力特性和振动控制进行了研究,主要内容如下:1.对考虑桩箱-土-结构相互作用(BPSSI)的高层建筑结构进行了地震响应分析。

    In this thesis , the dynamic properties and vibration control of the tall building structures with box-pile foundation were studied , and the main contents are as follows : 1 . This thesis analyzed seismic response of the high-rise building structures considering box-pile-soil-structure interaction ( BPSSI ) .

  20. 粘弹性阻尼器控制的框架结构弹塑性地震响应分析

    Elastic-plastic seismic response analysis of frame structure controlled by viscoelastic dampers

  21. 沉管隧道地震响应分析中的三维接触模型与算法研究

    Three-Dimensional Contact Model and Algorithm for Earthquake Response of Immersed Tunnel

  22. 转子系统的平稳/非平稳随机地震响应分析

    Seismic analysis of rotor system under stationary nonstationary random earthquake excitations

  23. 预应力钢筋混凝土风力发电塔架的静力及地震响应分析

    The Static and Seismic Analysis of Prestressed Reinforced Concrete Wind-turbine Tower

  24. 考虑流固耦合作用的深水桥墩地震响应分析

    Seismic Response Analysis of Piers in Deep Water Considering Fluid-Structure Interaction

  25. 安徽大学体育馆屋盖张弦网壳结构的地震响应分析

    Earthquake response analysis of cable-strut-supported shell structure of Anhui University Gymnasium

  26. 地下结构非平稳随机地震响应分析

    Analysis of the non-stationary stochastic seismic responses of the underground structures

  27. 新型钢板剪力墙钢框架结构的地震响应分析

    Seismic response analyses of frame structure with slit steel shear walls

  28. 多支承激励地震响应分析的简化反应谱法

    A simplified response spectrum method for seismic analysis under multi-supported excitations

  29. 考虑坝体库水地基相互作用的有横缝拱坝地震响应分析

    Seismic Analysis of Arch Dams with Contraction Joints and Dam-water-foundation Interaction

  30. 斜拉桥索力优化及多点随机地震响应分析

    Cable Forces Optimization and Multi-Support Random Seismic Response of Cable-Stayed Bridges