位置：成果数据库 > 会议 > 会议详情页
Modeling and analyzing of structural multiscale finite element
  • 所属机构名称：大连理工大学
  • 会议名称：Proceedings of the 12th International Conference Civil and Evironment Engineering
  • 时间：2013
  • 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
Reproducing Kernel-Based Support Vector Machine for Structural Reliability Analysis
Seismicresilience of a bridge based on fuzzy-probabilistic approach
Lushan Earthquake intensity map and its Implications in Engineering
地震现埸房屋安全鉴定系统的设计与开发
A PDEM-based dimension-reduction of FPK equation for high-dimensional stochastic dynamics
Estimation of extreme response and failure probability of wind turbines under normal operation using
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
基于自适应向前预测的实时混合试验等效力控制方法
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
中文：基于数值子结构方法的RC框架结构地震动非线性分
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
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
Experimental and AnalyticalStudy on Pounding Mitigation of Highway Bridges by using Shape Memory All
Pounding Mitigation ofHighway Bridges with Shape Memory Alloy Pseudo-Rubber
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
Finiteelement reliability analysis of AP1000 steel containment under internalpressures
基于能力谱法的地震易损性分析
考虑随机变量相关性的组合梁多尺度随机模拟分析
钢管混凝土拱面内非线性稳定的可靠度分析
Determination of Rayleigh Damping Matrix ofCylindrical Reticulated Shell under Earthquake Excitatio
带耗能剪切板的双柱式高墩抗震性能分析
采用耗能剪切板的双柱式高墩地震损伤控制研究
Progress And Application On Seismic Isolation, Energy Dissipation And Control In Civil And Industria
不同高宽比高层隔震结构的振动台试验研究
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
提高超高层建筑性能的新型振动控制技术
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
Study on the effect of modified differential restoring force model on seismic response of isolation
Pounding Mitigation of Highway Bridges with Shape Memory Alloy Pseudo-Rubber
高层建筑减振控制研究及工程应用
上海市建筑抗震设计规范简介
一种新型可更换墙脚钢筋混凝土剪力墙性能研究
巨型型钢混凝土柱抗震性能试验研究
不同配钢形式型钢混凝土柱数值分析
肋环形劲性支撑穹顶动力特性分析
环形交叉索桁体系与装配式网架结构研发新进展
环形交叉索桁结构的抗连续倒塌性能浅析
土-结构相互作用对隔震网架结构地震响应的影响
劲性支撑穹顶结构敏感性分析
The formulas derivation of node coordinates of Annular Crossed Cable-truss Structure in pre-stress s
The accidents analysis of some space frames
Nonlinear behaviors of super-columes: a three dimentional numerical study
Numerical investigation of seismic collapse for super-tall structures
Seismic Design of Nanchang Chao-yang Bridge
Seismic Response Analysis of Cable-sliding Modular Expansion Joints
A self-centering seismic design for bridge with pile-cap foundation
Research of Cable-sliding Friction Aseismic Bearing Application in Bridges
Research on hydrodynamic pressure of deep water bridge structure
局部场地及结构地震反应的HHT分析
Experimental investigation on composite seismic isolation system
Analysis on seismic performance of energy dissipation subsidiary piers considering foundation effect
Seismic Characteristics Study of Six-Pylon Cable-Stayed Bridge with Corrugated Steel Webs
多维地震波作用下大跨结构行波效应分析
A Study of Suspension Bridge Subjected to Blast Loads
Nonlinear fitting research of bridge probabilistic demand model parameters
Adaptability Analysis of Cable-Sliding Friction Aseismic Bearing
Seismic response analysis of Cable-sliding Modular Expansion Joints’ effect in limiting relative dis
Characterization, experimental investigation and application of a sliding controlled spherical beari
Hazard Analysis of Cable-stayed Bridges with Cable-sliding Friction Aseismic Bearing
Seismic fragility analysis of multi-span deep water bridges
基于整体损伤的结构概率抗震性能分析
New Characteristics of Intensity Assessment of Sichuan Lushan "4.20" Ms7.0 Earthquake
The intensity assessment of Lushan MS7.0 earthquake
Shaking Table Substructure Test of Storage Tank Considering SSI
Hybrid Simulation for Frame Structures with Sectional Model Updating
Estimation fault rupture length of Wenchuan earthquake using strong-motion envelopes
The analysis of pile cap hydrodynamic added mass considering the chamfer
A self-centering seismic design for bridge with pile-cap foundation
Optimum Design of Two-Scale Stiffened Shells for Low Imperfection Sensitivity
A Comparison of Evolutionary Algorithms on Stress-constrained Multi-objective Topology Optimization
Risk-based design optimization using the theory of generalized uncertainty and multi-objective evolu
Response analysis of a long-span arch bridge under the seismic traveling excitation
LU Shan Earthquake M7.0 on 2013.4.12 and Recent Development on Seismic Isolation, Energy Dissipation
带可更换钢连梁的混合联肢剪力墙抗震性能分析
带可更换钢连梁的混合联肢剪力墙抗震性能
Hybrid testing system with general interfaces to coordinate substructures
Shear model substructure test interface simulation research
基于L 稳定实时协调算法的等效力控制方法
Equivalent force control with adaptive forward prediction for real-time hybrid simulation
变轴力子结构拟动力试验方法研究
Relation between Several Explicit Algorithms for Pseudo-dynamic Testing
Equivalent force control with adaptive forward prediction for real-time hybrid simulation
Reliabilityprediction of bridge structures based on Bayesian dynamic nonlinear models andMCMC simula
Tsunamirisk assessment of bridges based on an AHP-FUZZY algorithm
Real-time hybrid testing with constrained unscented Kalman filter
电磁涡流TMD阻尼器在超高层结构的振动控制研究
无粘结后张预应力预制混凝土剪力墙抗震试验研究
钢板混凝土组合筒体抗震性能研究
钢板混凝土组合筒体损伤性能试验研究
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
A Flexure-shear Fiber Element for Modeling Seismic Behavior of RC Columns
FPB布置形式对K8型单层球面网壳结构抗震性能的影响
变轴力子结构拟动力试验方法研究
考虑SSI的储罐振动台子结构试验
基于截面模型更新的框架结构混合试验
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
考虑随机变量相关性的组合梁多尺度随机模拟分析
基于正交设计的自复位防屈曲支撑钢框架随机地震响应分析
基于统计学原则的地震动强度参数概率评价
基于改进Bouc-Wen模型的RC梁-柱节点抗震性能模拟
基于地震动模拟的一致危险谱和条件均值谱生成及应用
A Modified Chaos Control Approach of the Performance Measure Functions for Reliability-based Design
Stochastic Elastic Properties of Composite Material with Random Voids Based on Radial Basis Function
An Loop-switch Approach for Reliability-based Design Optimization Combing with Adaptive Chaos Contro
An Adaptive Reliability-Based Design Optimization Approach using Modified Chaos Control Method