Safety Assessment of Gravity Load–Designed Reinforced Concrete–Framed Buildings

Author:

Dhir Prateek Kumar1,Davis Robin2,Sarkar Pradip3

Affiliation:

1. M.Tech. Researcher, Dept. of Civil Engineering, National Institute of Technology, Rourkela, Odisha 769008, India.

2. Assistant Professor, Dept. of Civil Engineering, National Institute of Technology, Rourkela, Odisha 769008, India (corresponding author).

3. Associate Professor, Dept. of Civil Engineering, National Institute of Technology, Rourkela, Odisha 769008, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. Evaluation of Seismic Response of RC Buildings Loaded to Failure

2. Problems in Predicting Seismic Responses of RC Buildings

3. Ayyub B. M. and Lai K. L. (1989). “Structural reliability assessment using Latin hypercube sampling.” Proc. 5th Int. Conf. on Structural Safety and Reliability (ICOSSAR) ASCE New York 1177–1184.

4. Probabilistic evaluation of seismic design parameters of RC frames based on fragility curves;Bakhshi A.;Scientia Iranica A,2013

5. Prediction of ultimate earthquake resistance of gravity-load designed RC buildings

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