Relationships between seismic design conditions and superior design solutions of steel buildings

Author:

Takagi Jiro1ORCID,Hayashi Akari1,Saito Kazuki1,Ohsaki Makoto2ORCID

Affiliation:

1. Graduate School of Urban Environmental Sciences Tokyo Metropolitan University Hachioji Japan

2. Professor at Department of Architecture and Architectural Engineering Kyoto University Kyoto Japan

Abstract

AbstractSuperior design solutions (SDSs) of seven‐story steel buildings are obtained for the space frame system (SFS) and the perimeter frame system (PFS) in various types of structures such as moment frames (MF) and those with buckling restrained braces (BRBF). The SDSs satisfy the design constraints of allowable stress design (ASD) and calculations of resistance and limit state (CRLS) with minimized steel volume. The influences of design conditions are comparatively evaluated. It is found that the maximum inter‐story drift ratio for the safety limit in the CRLS for MF can be rationally defined as 2% and ASD can be more dominant for BRBF.

Publisher

Wiley

Subject

Modeling and Simulation,Architecture,Environmental Engineering

Reference27 articles.

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3. HisatokuT NagaseT PinkhamCW.Comparative design of 19‐story steel building using ATC 3–06 UBC 1982 and current Japanese code. Proceedings of the Ninth World Conference on Earthquake Engineering Tokyo‐Kyoto Japan pp. 1107–11121988.

4. TeramotoT ToriiS JohnsonCB LaiJS.Comparison of 20‐sotry reinforced concrete buildings designed using ATC 3–06 UBC 1982 and current Japanese code. Proceedings of the Ninth World Conference on Earthquake Engineering Tokyo‐Kyoto Japan. pp. 1119–11241988.

5. Applied Technology Council (ATC).ATC 15–1 Proceedings of Second U.S.‐Japan Workshop on Improvement of Building Seismic Design and Construction Practices Applied Technology Council (ATC).1986.

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