EXPLICIT PROBABILISTIC DEMAND AND CONSEQUENCE MODELS FOR SEISMIC RISK PREDICTION

被引:0
作者
Kia, Mehdi [1 ]
Banazadeh, Mehdi [1 ]
机构
[1] Amirkabir Univ Technol, Dept Civil Engn, Tehran Polytech, Tehran, Iran
来源
IMPLEMENTING INNOVATIVE IDEAS IN STRUCTURAL ENGINEERING AND PROJECT MANAGEMENT | 2015年
关键词
Earthquake; Uncertainty; Probabilistic; Reliability; Loss; Probabilistic models;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents new probabilistic models intended for use with reliability methods for computing seismic risk on the component scale. In the present context, risk is defined as the probability of attaining or exceeding a specific level of monetary loss. The models are classified as explicit story -specific demand model and consequence models. The demand model predict maximum drift at the level of each story of lowrise to mid-rise steel moment resisting frames (SMRFs) and, consequence models estimate repair cost of some fragility groups in a building. A linear function of spectral acceleration at fundamental period in logarithmic space is considered for demand model. The demand model is coupled with a set of relations to explicitly estimate unknown statistical characteristics of the probabilistic demand model parameters. The consequence models are also formulated as a polynomial function respect to Engineering Demand Parameter in logarithmic space. Bayesian regression technique is employed to determine probability distribution of the consequence models parameters. Finally, as an application of the proposed models, seismic loss curve of an example building is developed for earthquake intensities.
引用
收藏
页码:839 / 844
页数:6
相关论文
共 10 条
[1]   Evaluation of modal pushover analysis using generic frames [J].
Chintanapakdee, C ;
Chopra, AK .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2003, 32 (03) :417-442
[2]  
Cornell CA., 2000, PEER Center News, V3, P1
[3]   SEISMIC FAILURE RATES OF MULTISTORY FRAMES [J].
ESTEVA, L ;
RUIZ, SE .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1989, 115 (02) :268-284
[4]  
Federal Emergency Management Agency, 2012, P58 FEMA
[5]   Probabilistic capacity models and fragility estimates for reinforced concrete columns based on experimental observations [J].
Gardoni, P ;
Kiureghian, AD ;
Mosalam, KM .
JOURNAL OF ENGINEERING MECHANICS, 2002, 128 (10) :1024-1038
[6]  
Haldar A, 2000, Probability, reliability and statistical methods in engineering design
[7]   Unified reliability and design optimization for earthquake engineering [J].
Haukaas, T. .
PROBABILISTIC ENGINEERING MECHANICS, 2008, 23 (04) :471-481
[8]  
Medina R., 2004, Seismic demands for non-deteriorating frame structures and their dependence on ground motions
[9]   Probabilistic estimation of residual drift demands for seismic assessment of multi-story framed buildings [J].
Ruiz-Garcia, Jorge ;
Miranda, Eduardo .
ENGINEERING STRUCTURES, 2010, 32 (01) :11-20
[10]  
Zareian F., 2006, Simplified Performance-Based Earthquake Engineering