Comparison of Seismic Reliability and Risk Assessment for Special and Intermediate Steel Moment Frames
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s12205-018-0283-4/fulltext.html
Reference30 articles.
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3. Chou, C. C. and Chen, J. H. (2011). “Analytical model validation and influence of column bases for seismic responses of steel posttensioned self-centering MRF systems.” Engineering Structures, Vol. 33, No. 9, pp. 2628–2643, DOI: 10.1016/j.engstruct.2011.05.011.
4. Ellingwood, B. R. (2001). “Earthquake risk assessment of building structures.” Reliability Engineering and System Safety, Vol. 74, No. 3, pp. 251–262, DOI: 10.1016/S0951-8320(01)00105-3.
5. Engelhardt, M. D. and Husain, A. S. (1993). “Cyclic-loading performance of welded flange-bolted web connections.” Journal of Structural Engineering (United States), Vol. 119, No. 12, pp. 3537–3550, DOI: 10.1061/(ASCE)0733-9445(1993)119:12(3537).
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