Effective periods and seismic performance of steel moment resisting frames designed for risk categories I and IV according to IBC2009

Author:

Jeong Seong-Hoon1,Kwon Oh-Sung2,Lee Kwang-Ho1

Affiliation:

1. Department of Architectural Engineering; Inha University; Incheon Korea

2. Department of Civil Engineering; University of Toronto; Ontario Canada

Funder

Discovery Grant from National Sciences and Engineering Research Council of Canada

National Research Foundation Grant provided by the Government of Korea

Publisher

Wiley

Subject

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

Reference60 articles.

1. American Society of Civil Engineers (ASCE) Minimum design loads for buildings and other structures 2010

2. Evaluation of building period formulas for seismic design;Kwon;Earthquake Engng Struct Dyn,2010

3. A developmental approach to training for intercultural sensitivity;Bennet;International Journal of Intercultural Relations,1986

4. Seismic LRFD criteria for RC moment-resisting frame buildings;Hwang;Journal of Structural Engineering,1993

5. Occupancy importance factor in earthquake engineering;Garcia-Perez;Engineering Structures,2005

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