Consistent DOF reduction of tall steel frames

Author:

Araki Yoshikazu1ORCID,Ohno Masahito2,Mukai Isoshi3,Hashimoto Naoki1

Affiliation:

1. Department of Architecture and Architectural Engineering; Kyoto University; Kyoto 615-8540 Japan

2. Structural Design Division; Takenaka Corporation; Osaka 541-0053 Japan

3. Design Engineering Department; Kozo Keikaku Engineering Incorporated; Tokyo 164-0012 Japan

Funder

Japan Society for the Promotion of Science London

Publisher

Wiley

Subject

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

Reference16 articles.

1. Seismic analysis, design, and review for tall buildings;Moehle;The Structural Design of Tall and Special Buildings,2006

2. Ground motion evaluation procedures for performance-based design;Stewart;Soil Dynamics and Earthquake Engineering,2002

3. A framework for the evaluation of ground motion selection and modification procedures;Kwong;Earthquake Engineering and Structural Dynamics,2015

4. Pros and cons of a pushover analysis of seismic performance evaluation;Krawinkler;Engineering Structures,1998

5. A modal pushover analysis procedure for estimating seismic demands for buildings;Chopra;Earthquake Engineering and Structural Dynamics,2002

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