Effects of Material Toughness and Plate Thickness on Brittle Fracture of Steel Members-Reference-Cited by-同舟云学术

Effects of Material Toughness and Plate Thickness on Brittle Fracture of Steel Members

Published:2003-11 Issue:11 Volume:129 Page:1475-1483
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kuwamura Hitoshi¹,Iyama Jun²,Matsui Koji³

Affiliation:

1. Professor, Dept. of Architecture, School of Engineering, Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan.

2. Lecturer, Dept. of Architecture, School of Engineering, Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan.

3. Chief Official, Ministry of Land, Infrastructure, and Transport, 2-1-3 Kasumigaseki, Chiyoda-ku, Tokyo 100-8918, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A11%281475%29

Reference10 articles.

1. Building Research Institute and Kozai Club (1999). “Report on development of structural safety improvement technology utilizing new-generation steel (Part 1: Material and welding vs. fracture Part 2: Connection and fabrication vs. fracture Part 3: Failure mode vs. fracture).” Building Research Institute and Kozai Club Tokyo (in Japanese).

2. Federal Emergency Management Agency (FEMA). (2000). “Recommended seismic design criteria for new steel moment-frame buildings.” FEMA-350 Federal Emergency Management Agency Washington D.C.

3. Ichinohe Y. and Kuwamura H. (1999). “Effect of amplitude on brittle fracture of structural steel plates.” Proc. Annual Meeting AIJ 22174 Architectural Institute of Japan 347–348 (in Japanese).

4. Advances in Seismic Design and Evaluation of Steel Moment Frames: Recent Findings from FEMA/SAC Phase II Project

5. Kuwamura H. (1988). “Effect of yield ratio on the ductility of high-strength steels under seismic loading.” Proc. Annual Tech. Session of Structural Stability Research Coucil (SSRC) Minneapolis 201–210.

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