EFFECT OF COLUMN FLEXURAL STIFFNESS AND STRENGTH ON STORY DRIFT CONCENTRATION MECHANISM OF 2 STORY BRACED FRAMES WITH FIXED COLUMN BASE : Restraint effect of sub-resistant elements on drift concentration of dual systems-Reference-Cited by-同舟云学术

EFFECT OF COLUMN FLEXURAL STIFFNESS AND STRENGTH ON STORY DRIFT CONCENTRATION MECHANISM OF 2 STORY BRACED FRAMES WITH FIXED COLUMN BASE : Restraint effect of sub-resistant elements on drift concentration of dual systems

Published:2005 Issue:593 Volume:70 Page:153-160
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:

KIMURA Yoshihiro¹,MACRAE Gregory A.²

Affiliation:

1. Structural Engineering, Nagasaki University

2. Dept. of Civil Engineering, University of Washington

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/70/593/70_KJ00004392851/_pdf

Reference9 articles.

1. 4) MAGNUSSON J. D. Earthquake-resisting Dual Systems and the 25 Percent Rule. Proc. of Structures Congress, ASCE, 1997. 4. (1997) vol.1, p.124-129.

2. 7) CLARK Peter W. Large-Scale testing of steel unbonded braces for energy dissipation, Adanced Technology in Structural Engineering. Proc. of the 2000 Structures Congress & Exposition, 5. (2000)

3. 8) PRAKASH V. Drain-2DX Base Program Desciption and User Guide Version 1.10. (1993)

4. 10) AKTAN Ahmet E. Conceptual Sesmic Design of Frame-Wall Structures. Jour. of Structural Engineering. (1984) vol.110, no.11, p.2778-2797.

5. 11) JAIN A. K. Seismic Response of Concentrically Braced Dual Steel Frames. Canadian Jour. of Civil Engineering. (1993) vol.20, no.4, p.672-687.

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