Performance-based probabilistic deflection capacity models and fragility estimation for reinforced concrete column and beam subjected to blast loading-Reference-Cited by-同舟云学术

Performance-based probabilistic deflection capacity models and fragility estimation for reinforced concrete column and beam subjected to blast loading

Published:2022-11 Issue: Volume:227 Page:108729
ISSN:0951-8320
Container-title:Reliability Engineering & System Safety
language:en
Short-container-title:Reliability Engineering & System Safety

Author:

Kishore Katchalla Bala,Gangolu Jaswanth,Ramancha Mukesh K.^ORCID,Bhuyan Kasturi^ORCID,Sharma Hrishikesh^ORCID

Funder

Defence Research and Development Organisation

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Safety, Risk, Reliability and Quality

Reference72 articles.

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4. A rate-sensitive analysis of R/C beams subjected to blast loads;Fang;Transactions on the Built Environment,1996

5. Analysis and design of critical bridges subjected to blast loads;Winget;J Struct Eng,2005

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