CRITERION FOR DUCTILE CRACK INITIATION IN STRUCTURAL STEELS UNDER TRIAXIAL STRESS STATE

Author:

KUWAMURA Hitoshi1,YAMAMOTO Keiichi2

Affiliation:

1. Dept. of Architecture, Faculty of Engineering, University of Tokyo

2. University of Tokyo:(Present addres) Nikken Sekkei

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Cited by 17 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. BUCKLING BEHAVIOR AND CYCLIC DEFORMATION CAPACITY OF CIRCULAR HOLLOW SECTION MEMBERS WITH 20 OF THE SLENDERNESS RATIO IN TRUSS TOWER STRUCTURES;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-09-01

2. STRENGTH OF BOLTED STEEL STRUCTURAL MEMBERS UNDER ECCENTRIC TENSION;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-06-01

3. Strength of bolted steel structural members under eccentric tension;JAPAN ARCHITECTURAL REVIEW;2023-01

4. DISCUSSION ON RESEARCH ACTIVITY PUBLISHED AS “ISSUES IN USING REDUCED-SIZE SPECIMEN FOR BRITTLE FRACTURE EVALUATION OF BEAM-TO-COLUMN STEEL CONNECTIONS Geometric size effect on brittle fracture properties”;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-10-01

5. STRENGTH OF BOLTED STEEL STRUCTURAL MEMBERS UNDER ECCENTRIC TENSION;Journal of Structural and Construction Engineering (Transactions of AIJ);2021-11-01

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