STIFFNESS DESIGN SEQUENCE OF A SHEAR BUILDING WITH MAXWELL TYPE VISCOUS DAMPERS FOR SPECIFIED SEISMIC DRIFTS-Reference-Cited by-同舟云学术

STIFFNESS DESIGN SEQUENCE OF A SHEAR BUILDING WITH MAXWELL TYPE VISCOUS DAMPERS FOR SPECIFIED SEISMIC DRIFTS

Published:1997 Issue:491 Volume:62 Page:55-64
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

TSUJI Masaaki¹,NAKAMURA Tsuneyoshi²

Affiliation:

1. Dept. of Architecture and Design, Faculty of Engineering and Design, Kyoto Institute of Technology

2. Dept. of Architectural Engineering, Faculty of Engineering, Kyoto Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

Reference26 articles.

1. 1) MAHMOODI P. Structural Dampers. J. Struct. Div. ASCE. (1969) vol.95, p.1661-1672.

2. 3) KASAI K. Seismic Analysis and Design Using Viscoelastic Dampers. シンポジウム「耐震設計の一つの新しい方向」. (1995) p.113-140.

3. 4) ARIMA F. A Study on Buildings with Large Damping Using Viscous Damping Walls. Proc. 9WCEE. (1988) vol.V, p.821-826.

4. 5) SCHOLL R. E. An Alternative Structural System for Improving the Earthquake Performance of Buildings. Proc. 8WCEE. (1984) vol.V, p.1015-1022.

5. 6) NEWMARK N. M. Earthquake Spectra and Design. Earthquake Engineering Research Institute. (1982)

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