Quantifying the effects of long‐duration earthquake ground motions on the financial losses of steel moment resisting frame buildings of varying design risk category

Author:

Hwang Seong‐Hoon1ORCID,Mangalathu Sujith2ORCID,Jeon Jong‐Su1ORCID

Affiliation:

1. Department of Civil and Environmental Engineering Hanyang University Seoul Republic of Korea

2. Data Analytics Division Mangalathu, Mylamkulam Kottarakara Kollam 691507 India

Funder

National Research Foundation of Korea

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference69 articles.

1. FEMA.NEHRP Recommended Seismic Provisions for New Buildings and Other Structures Volume II: Part 3 Resource Papers. Report No. FEMA P‐1050‐2 prepared by the Building Seismic Safety Council of the National Institute of Building Sciences for the Federal Emergency Management Agency Washington DC;2015.

2. Comparative risk-based seismic assessment of 1970s vs modern tall steel moment frames

3. NIST.Tentative Framework for Development of Advanced Seismic Design Criteria for New Buildings. Technical Report No. NIST GCR 12‐917‐20 prepared by the NEHRP Consultants Joint Venture for the National Institute of Standards and Technology Gaithersburg MD;2012.

4. Progress and challenges in seismic performance assessment;Cornell CA;PEER Center News,2000

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