DISCUSSION ON RESEARCH ACTIVITY PUBLISHED AS “EFFECT OF ASPECT RATIO ON ELASTO-PLASTIC BEHAVIOR OF PANEL ZONE WITH CIRCULAR HOLLOW SECTION”

被引：0

作者：

Kuwamura H. ^{[1
]}

机构：

[1] The University of Tokyo

来源：

Journal of Structural and Construction Engineering | 2022年 / 87卷 / 795期

关键词：

Aspect ratio; Beam-to-column connection; CHS-column; Fully plastic strength; Mises criterion; Panel zone;

D O I：

10.3130/aijs.87.510

中图分类号：

学科分类号：

摘要：

The formula proposed in the above paper for calculating the plastic strength of panel zones having a circular hollow section is inadequate. Another calculation formula is proposed here in accordance with the theory of plasticity. © 2022 Architectural Institute of Japan. All rights reserved.

引用

页码：510 / 511

页数：1

共 5 条

[1] Effect of aspect ratio on elasto-plastic behavior of panel zone with circular hollow section
Ashida Y.
Koetaka Y.
Chan I.
Journal of Structural and Construction Engineering, 2021, 86 (787): : 1357 - 1368
[2] Full Plastic Strength of Circular Hollow Section Panel Zone with Large Aspect Ratio
Ashida, Yosuke
Koetaka, Yuji
Chan, Iathong
PROCEEDINGS OF THE 10TH INTERNATIONAL CONFERENCE ON BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, STESSA 2022, 2022, 262 : 343 - 350
[3] Elasto-plastic behavior of shear type damper using low yield strength circular hollow section
Kim J.
Kuwahara S.
Miyagawa K.
Kitamura W.
Kinoshita T.
Yasui N.
1600, Architectural Institute of Japan (81): : 101 - 110
[4] Consideration of composite effects on elasto-plastic behavior of panel-zone
Kishiki S.
Kadono D.
Satsukawa K.
Yamada S.
Journal of Structural and Construction Engineering, 2010, 75 (654): : 1527 - 1536
[5] Discussion on research activity published as effect of variable amplitude loading protocol on deformation capacity: Deformation capacity of welded beam-to-column connections subjected to repeated plastic strain part 3
Kuwamura, H., 1600, Architectural Institute of Japan (78):

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