Method of determining the exponent in the formula to predict yielding and maximum capacity under combined stress for bending moment‐resisting joints with drift‐pins-Reference-Cited by-同舟云学术

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Method of determining the exponent in the formula to predict yielding and maximum capacity under combined stress for bending moment‐resisting joints with drift‐pins

Published:2022-11 Issue:1 Volume:6 Page:
ISSN:2475-8876
Container-title:JAPAN ARCHITECTURAL REVIEW
language:en
Short-container-title:Japan Architectural Review

Author:

Odani Ryuki¹^ORCID,Murakami Masahide²,Inayama Masahiro³

Affiliation:

1. Technological Development Division New Constructor's Network Co., Ltd. Tokyo Japan

2. Department of Architecture, Faculty of Architecture Kindai University Osaka Japan

3. Graduate School of Agricultural and Life Sciences The University of Tokyo Tokyo Japan

Publisher

Wiley

Subject

General Medicine

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/2475-8876.12309

Reference12 articles.

1. Eurocode 5: Design of timber structures–part 1‐1: general‐common rules and rules for buildings;2008.https://www.phd.eng.br/wp‐content/uploads/2015/12/en.1995.1.1.2004.pdf

2. STUDY ON EVALUATION METHOD OF STRUCTURAL PERFORMANCE OF CONNECTION IN MOMENT RESISTANCE TIMBER FRAME UNDER COMBINED STRESS OF BENDING MOMENT AND SHEARING FORCE

3. The Japan Housing and Wood Technology Center.Evaluation method and structural design guide for wooden semi‐rigid frame structures pp3–8 2014. (in Japanese).

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