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局部场地及结构地震反应的HHT分析
  • 所属机构名称：大连理工大学
  • 会议名称：第八届全国防灾减灾工程学术研讨会
  • 时间：2014
  • 成果类型：会议
  • 相关项目：重大建筑与桥梁结构地震灾变集成研究
同会议论文项目
重大建筑与桥梁结构地震灾变集成研究
期刊论文 43 会议论文 183 获奖 17 著作 10
同项目会议论文
Seismic behavior of steel reinforced concrete slenderwalls under high axial force ratio
尼泊尔8.1级地震震害
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Seismicresilience of a bridge based on fuzzy-probabilistic approach
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Simulation of the stochastic wave loads using a physical modeling approach
Failure analysis of wind turbines by probability density evolution method
Non-linear aeroelastic stability of wind turbines
随机系统概率演化分析中的概率配置方法
基于损伤理论的钢筋混凝土梁剪切破坏模拟
复杂多自由度结构随机响应与可靠性的高效概率密度演化分析
物理随机系统：一个新的世界观
Molecular dynamics simulations based magnetic pulse regulation on suspension settlement of magneto-r
PDEM-based global reliability evaluation for large civil structures
近场作用下桥梁结构易损性曲面分析
Probability Density Evolution Analysis of Complex Random-Parameter Structures Subjected to Ground Mo
基于自适应向前预测的实时混合试验等效力控制方法
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Seismic Progressive Collapse Analysis of Controlled Steel Frame Structures
Towards Structurally Seismic Resilience: The Future Work of Large-span Space Structures
Seismic Collapse Safety Margin of FRP-Retrofitted Concrete Structures
Fragility and Safety Margin Analysis of RC Frames Having Equal Construction Cost
Shared Memory Parallel Computing Procedures for Nonlinear Dynamic Analysis of Super High-rise Buildi
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Seismic Performance Analysis and Design of High-Rise Isolated Structures under Very-Rare Earthquakes
Evaluation of Imperfection on Seismic Performance of Lattice Shells Using a Multi-mode Damage Model
Progressive Collapse Analysis of Controlled Steel Frame Structure In Case Of Failure of Concentrical
Towards Structurally Seismic Resilience: The Future Work of Large-span Space Structures
考虑结构不确定性的简化地震倒塌易损性分析
砌体填充墙RC框架基于正交设计的抗震性能分析
基于Park-Ang损伤指数的改进概率地震需求模型
A Quantitative Approach to Stochastic Dynamic Stability of Structures
AMicro-Cell Size Dependent Damage Law of Concrete
Heterogeneous Lattice Model Based Simulation of Concrete under Uniaxial Loading
Force chain based description for indentation hardness of concrete
Aphysical mechanism based continuum damage modeling of fatigue strength ofconcrete
Experimental study of the stochastic nonlinear behavior of reinforced concrete frames
Reliability-based design of lifeline systems: Recent developments and possible tendency in the futur
Shaking table tests of underground pipe with connection joints under non-uniform earthquake excitati
Three-parameter damage evolution for quasi-brittle solids
Free energy of damaged solids
Harmonic Wavelets-Based Response Power Spectrum Determination of MDOF Nonlinear Structural Systems
Nonlinear Numerical Simulation of RC Frame-Shear Walls System
应变率对RC框架结构地震作用下连续性倒塌的影响
Development and application of progressive collapse simulation subroutine in ABAQUS software
An application of the Force Analogy Method in Seismic Damage Analysis
Modeling and analyzing of structural multiscale finite element
Development and Numerical Simulation of Sub-structuralShaking Table Testing Framework Considering So
Seismic Analysis of RC Short Column Member withModified CSMM, FA-STM, RA-STM Theory
Developmentof under water shaking table array
Failure Probability Assessment of Structures Considering Post-Instability Behavior
Stochastic Nonlinear Analysis for Seismic Performance of Buried Pipeline Systems
Dynamic reliability of offshore wind turbine tower systems
Provident Damper Control for Reliability Enhancement of Randomly Excited Structures
Expiccit equivalent force control for real-time substructure testing
Numerical simulation research for concrete seismic stress monitoring by using smart aggregates
Pseudo-Dynamic Test Methods on Substructure Considering Variable Axial Force
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GPU-powered high-performance computing for theanalysis of large-scale structures based on OpenSees
RESEARCH AND APPLICATION OF VIBRATION CONTROL IN CHINA
Experimental Study OfAn Innovative Rotating Actuator For Structural Vibration Control
Estimation fault rupture length of Wenchuan earthquake using strong-motion envelopes
Probabilisticseismic demand models and fragility analysis of RC continuous girder bridges
Probabilistic seismic risk assessment and comparison of steel reinforced concrete frame with/withou
First-Passage Reliability Evaluation Based on the Probability Density Evolution of Stochastic Proces
Damage Theory Based Fatigue Simulation of Concrete Structure
Modeling of fatigue damage of concrete with stochastic character
Numerical Simulation and Experimental Study on Bending Stiffness of Threaded-Sleeve Connection
Global Seismic Damage AndCollapse Safety Margin Assessment Of Frp retrofitted Low Ductile Rc Structu
Analysis of global reliability of structures: FORM vs. HOMM
多维地震波作用下大跨结构行波效应分析
Analysis on seismic response of soil-structure systembased on strong motion records
Time-dependentuncertainty analysis of structures based on copula functions
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基于能力谱法的地震易损性分析
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钢管混凝土拱面内非线性稳定的可靠度分析
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巨型型钢混凝土柱抗震性能试验研究
波流联合作用下深水桥梁的动力响应分析
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水下地震模拟振动台台阵研制
高层建筑减振控制研究及工程应用
一种新型可更换墙脚钢筋混凝土剪力墙性能研究
带有可更换连梁的钢筋混凝土结构抗震性能分析
基于L 稳定实时协调算法的等效力控制方法
Seismic Collapse Safety Margin of FRP-Retrofitted Concrete Structures
The Application of Isolated Building in Wenchuan after Wenchuan Earthquake
建筑抗震设计规范中隔震层地震需求研究
不同高宽比高层隔震结构的地震反应分析
Experimental and Analytical Study on Pounding Mitigation of Highway Bridges by using Shape Memory Al
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Numerical investigation of seismic collapse for super-tall structures
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Experimental investigation on composite seismic isolation system
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多维地震波作用下大跨结构行波效应分析
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Hazard Analysis of Cable-stayed Bridges with Cable-sliding Friction Aseismic Bearing
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Shaking Table Substructure Test of Storage Tank Considering SSI
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A self-centering seismic design for bridge with pile-cap foundation
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Response analysis of a long-span arch bridge under the seismic traveling excitation
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基于L 稳定实时协调算法的等效力控制方法
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不同配钢形式型钢混凝土柱数值分析
上海市建筑抗震设计规范简介
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几种显式拟动力试验算法的关系
剪切型子结构模型界面模拟研究
基于Park-Ang损伤指数的改进概率地震需求模型
砌体填充墙RC框架基于FEAP的微观有限元分析
基于能力谱法的地震易损性分析
结构动力抗震可靠度理论的研究进展
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