scholarly journals DISCUSSION ON RESEARCH ACTIVITY PUBLISHED AS "THEORETICAL APPROACH TO EXTREME DISTRIBUTIONS WITH LOWER AND UPPER LIMITS FOR MODELING ANNUAL MAXIMA OF EARTHQUAKE GROUND MOTIONS IN SEISMIC RISK ANALYSIS : Kazuo DAN and Jun KANDA, J. Struct. Constr. Eng., AIJ, No.506, 57-65, Apr., 1998

1999 ◽  
Vol 64 (519) ◽  
pp. 151
Author(s):  
Yozo FUJINO
Keyword(s):  
Risk Analysis ◽  
Theoretical Approach ◽  
Seismic Risk ◽  
Ground Motions ◽  
Research Activity ◽  
Seismic Risk Analysis ◽  
Earthquake Ground Motions ◽  
Upper Limits ◽  
Extreme Distributions

Seismic risk analysis of concrete moment-resisting frames against near-fault earthquakes

2020 ◽  
pp. 1748006X2094047
Author(s):  
Ehsan Khojastehfar ◽  
Farzad Mirzaei Aminian ◽  
Hamid Ghanbari
Keyword(s):  
Risk Analysis ◽  
Seismic Risk ◽  
Ground Motions ◽  
Seismic Risk Analysis ◽  
Strong Ground Motions ◽  
Near Fault ◽  
Moment Resisting Frames ◽  
Short Period ◽  
Moment Resisting ◽  
Strong Ground

Characteristics of earthquake strong ground motions play an important role in the calculation of seismic-induced risk imposed on the structures. Distinguished features exist in movements recorded near seismic sources, as a result of a substantial amount of energy in a short period of record arrival time. In this article, seismic risk analysis of concrete moment-resisting frames due to near-fault strong ground motion is calculated and compared with that of caused by far-field strong ground motions. To achieve this goal, three moment-resisting frames with 4, 6, and 10 stories were designed based on international seismic design code. These frames are modeled applying modified Ibarra–Krawinkler moment–rotation nonlinear model in which strength and stiffness deterioration are involved. Seismic risk analysis of the frames is implemented using the Pacific Earthquake Engineering Research Center approach. Through this approach, probabilistic seismic hazard, probabilistic structural demand, probabilistic structural damage, and probabilistic loss curves are combined. Mean annual frequency of exceedance of seismic-induced losses presents probabilistic seismic risk of the sampled frames. According to the achieved results, the four-story frame (representative of low-rise frames) is more prone to be affected by near-fault strong ground motions in view of calculated seismic-induced risks.

Seismic Risk Analysis of Infrastructural Systems

1982 ◽  
Vol 108 (1) ◽  
pp. 10-23 ◽  
Author(s):  
Héctor Monzón-Despang ◽  
Haresh C. Shah
Keyword(s):  
Risk Analysis ◽  
Seismic Risk ◽  
Seismic Risk Analysis

GIS Based Seismic Risk Analysis of Ahmedabad City, India

2018 ◽  
pp. 108-116
Author(s):  
Tejas P. Thaker ◽  
Pankaj K. Savaliya ◽  
Mehul K. Patel ◽  
Kundan A. Patel
Keyword(s):  
Risk Analysis ◽  
Seismic Risk ◽  
Seismic Risk Analysis

Financial Seismic Risk Analysis of Building Portfolios

2014 ◽  
Vol 15 (2) ◽  
pp. 112-120 ◽  
Author(s):  
Hiromichi Yoshikawa ◽  
Katsuichiro Goda
Keyword(s):  
Risk Analysis ◽  
Seismic Risk ◽  
Seismic Risk Analysis

Collaborative project planning: A case study of seismic risk analysis using an e-engineering hub

2006 ◽  
Vol 57 (3) ◽  
pp. 218-230 ◽  
Author(s):  
Z. Ren ◽  
C.J. Anumba ◽  
T.M. Hassan ◽  
G. Augenbroe ◽  
M. Mangini
Keyword(s):  
Risk Analysis ◽  
Seismic Risk ◽  
Project Planning ◽  
Seismic Risk Analysis ◽  
Collaborative Project
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