位置：成果数据库 > 会议 > 会议详情页
Prediction of bridge performance and reliability based on inspection and monitoring data using Bayes
  • 所属机构名称：哈尔滨工业大学
  • 会议名称：The 17th Working Conference of the IFIP Working Group 7.5 on Reliability and Optimization of Structu
  • 时间：2014.7.3
  • 成果类型：会议
  • 相关项目：钢筋混凝土框架结构整体抗震性能系数的试验与数值模拟及概率评定
同会议论文项目
钢筋混凝土框架结构整体抗震性能系数的试验与数值模拟及概率评定
期刊论文 54 会议论文 66
同项目会议论文
基于可靠度和风险的建筑结构抗倒塌设计理论与方法
砌体填充墙RC框架基于FEAP的微观有限元分析
基于地震动模拟的一致危险谱和条件均值谱生成及应用
基于能力谱法的地震易损性分析
基于Park-Ang损伤指数的改进概率地震需求模型
基于改进Bouc-Wen模型的RC梁-柱节点抗震性能模拟
Probabilistic seismic risk assessment of a Chinese code-conforming RC frame structure
钢筋混凝土框架结构拟静力倒塌实验数值模拟
基于验证荷载信息的桥梁构件可靠度修正
混凝土两铰圆弧拱的面内徐变稳定性
防屈曲支撑钢管混凝土组合框架结构基于MPA和IDA的抗震性能分析
基于改进点估计法的结构随机动力地震反应概率密度演化分析
A new hybrid simulation approach to structural reliability analysis using uniform design, ANN meta-m
Real-time reliability prediction of bridge structures based on health monitoring data using mixed Ga
Analytical formulations of fragility functions with applications to probabilistic seismic risk analy
Bayesian forecasting of structural bending capacity of aging bridges based on dynamic linear model
Comparisons of four time-dependent reliability approaches for safety as-sessment of deteriorated con
Time-dependent reliability analysis of CFST arches for in-plane stability considering concrete creep
Applications of fragility analysis to the new-generation performance-based earthquake engineering
Two analytical formulas for seismic fragility evaluation considering collapse case
Probabilistic seismic risk assessment and comparison of concrete filled steel tube frame structure w
土木工程灾害风险分析、全寿命优化与可持续决策
Tsunami risk assessment of bridges based on an AHP-FUZZY algorithm
Reliability prediction of bridge structures based on Bayesian dynamic nonlinear models and MCMC simu
Probabilistic seismic safety assessment of Chinese RC frame structures using fragility curves
Effects of infilled walls on seismic performance and fragility of RC frame buildings
核电站地震易损性分析方法的研究进展
考虑余震影响的非延性RC框架模型振动台试验
土木工程地震风险分析、全寿命优化与可持续决策
基于典型失效模式可靠度分析的柱端弯矩增大系数概率评定
Time-dependent reliability analysis of CFST arches for out-plane stability considering concrete cree
Comparisons of prediction models for time-dependent reliability forecasting of bridge structures bas
Shaking table tests and numerical simulation analysis of a 1:15 scale model reinforced concrete cont
Analysis of global reliability of structures: FORM vs. HOMM
Fuzzy finite element reliability analysis of structures by interval MCS and interval FORM
Probabilistic seismic risk assessment and comparison of steel reinforced concrete frame with/without
Reliability analysis for stability bearing capacity of CFST arches
Nonlinear global seismic reliability analysis of RC frame structures using a stochastic capacity spe
An improved point estimation method based on Nataf transformation for uncertainty and sensitivity an
基于监测信息和BDLM的桥梁结构可靠度预测
考虑转换层位置的高层框架结构地震易损性分析
钢筋混凝土框架结构拟静力倒塌实验数值模拟
地震作用下钢筋混凝土框架结构的连续倒塌极限状态可靠度分析
基于备用荷载路径能力谱方法的RC框架结构侧向连续倒塌鲁棒性分析
基于DONAP-OpenSees GUI的RC 空间框架填充墙结构连续倒塌可视化模拟
RC空间框架填充墙结构的抗连续倒塌能力分析与鲁棒性评定
防屈曲支撑钢框架抗竖向连续倒塌能力分析
Experimental research and cyclic behavior of buckling-restrained braces
Reproducing kernel-based support vector machine for structural reliability analysis
Multivariate probabilistic seismic demand analysis of steel-concrete composite bridges under near-fa
Probabilistic seismic demand models and fragility analysis of RC continuous girder bridges
Risk assessment of bridges using fuzzy logic controller
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
结构整体抗震性能系数的研究进展
Time-dependent uncertainty analysis of structures based on copula functions
结构动力抗震可靠度理论的研究进展
Finite element reliability analysis of AP1000 steel containment under internal pressures
An extended first order reliability method based on generalized Nataf transformation
Real-time reliability prediction of bridge structures based on multiple dynamic linear models
Comparisons of three meta-models for structural reliability analysis: RSM, ANN and SVR
某核电站安全壳1:15模型振动台试验
地震动强度参数选择的统计方法
基于混合Copula函数的二维串联系统可靠性分析
基于随机能力谱法的RC框架结构抗震可靠度分析
钢管混凝土拱面内非线性稳定的可靠度分析