PLASTIC DEFORMATION CAPACITY OF STRUCTURAL STEEL UNDER VARIOUS AXIAL STRAIN HISTORIES

Author:

YAMADA Satoshi,JIAO Yu,KISHIKI Shoichi,SHIBATA Atsuhiro

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference18 articles.

1. 1) 秋山 宏: 建築物の耐震極限設計第2版, 東京大学出版会, 1987

2. 2) 秋山 宏: エネルギーの釣合に基づく建築物の耐震設計, 技報堂出版, 1999

3. A STUDY ON BRITTLE FRACTURE OF BEAM-TO-COLUMN INFLUENCED OF AXIAL FORCE

4. BRITTLE FRACTURE OF HOT-ROLLED AND COLD-ROLLED STEEL SQUARE PIPES

5. TRANSITION FROM DUCTILE FRACTURE TO BRITTLE FRACTURE OF FULL SCALE BEAM-TO-COLUMN CONNECTIONS CAUSED BY TEMPERATURE

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1. CYCLIC HARDENING AND SOFTENING BEHAVIOR OF SN490B STEEL;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-07-01

2. Low-Cycle Fatigue Performances Including Large Plastic Strain of SUS821L1 Lean Duplex Stainless Steel;Lecture Notes in Civil Engineering;2024

3. Cyclic Deformation Capacity of Structural Steels for Earthquake-Resistant Steel Buildings;Journal of Earthquake Engineering;2023-04-24

4. Prediction of brittle fracture in notched specimens under cyclic loading;Journal of Constructional Steel Research;2019-11

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