Journal of Structural and Construction Engineering (Transactions of AIJ)
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
Discussion
THE AUTHOR'S ANSWER TO DISCUSSION BY HITOSHI KUWAMURA
(Hitoshi KUWAMURA, J. Struct. Constr. Eng., AIJ, Vol.78, No.689 1335-1336, Jul., 2013)
Keiichiro SUITA, Tsuyoshi TANAKA, Yoshiki MANABE, Kouhei TAKATSUKA
Author information
Keywords: Steel Beam-to-column connection, Fracture, Cyclic loading, Random amplitude, Crack propagation, Plastic deformation
JOURNAL FREE ACCESS

2013 Volume 78 Issue 689 Pages 1337-1338

Details
Download PDF (1487K)
Download citation RIS

(compatible with EndNote, Reference Manager, ProCite, RefWorks)

BIB TEX

(compatible with BibDesk, LaTeX)

Text
How to download citation
Contact us
Abstract
The authors thank Prof. Hitoshi Kuwamura for his discussion, and the answers are as follows; 1) Modified equations for crack propagation are indicated to improve comatibility of the cycle at fracture and to need no threshold of the amplitude. 2) Modified equations are applied to the results of two kinds of varying amplitude cyclic loading tests and validity of the proposed method is verified.
Content from these authors
© 2013 Architectural Institute of Japan
Previous article
Favorites & Alerts

Recently viewed articles
History
Related information

Code of Ethics

Ethical standards of the publisher (‘Ethical Standards Concerning the Peer Review for the Presentation of Architectural Transactions and Works’)

Share this page
feedback
 Top