Seismic Performance of CLT Shear Wall Infilled Hybrid Steel Frames with Concealed Steel Plates and Drift Pin Connections-Reference-Cited by-同舟云学术

Seismic Performance of CLT Shear Wall Infilled Hybrid Steel Frames with Concealed Steel Plates and Drift Pin Connections

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Je Too Richard Yip¹^ORCID,Isoda Hiroshi²^ORCID

Affiliation:

1. Graduate Student, Laboratory of Timber Science and Engineering, Research Institute for Sustainable Humanosphere, Kyoto Univ., Gokashou, Uji, Kyoto 611-0011, Japan (corresponding author). ORCID: .

2. Professor, Laboratory of Timber Science and Engineering, Research Institute for Sustainable Humanosphere, Kyoto Univ., Gokashou, Uji, Kyoto 611-0011, Japan. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12074

Reference17 articles.

1. STUDY ON COMPRESSIVE STRESS TRANSFER IN JOINTS OF STEEL FRAME HYBRID STRUCTURE WITH CLT INFILL SHEAR WALLS

2. EXPERIMENTAL STUDY ON CLT SEISMIC PANEL INFILLED WITHIN STEEL FRAME

3. A CASE STUDY AND FUTURE SUBJECTS OF STEEL FRAME HYBRID STRUCTURE WITH CLT INFILL SHEAR WALLS

4. Japanese Cabinet Secretariat. 2022. “Number of buildings completed utilizing CLT panels.” [In Japanese.] Accessed December 13 2022. https://www.cas.go.jp/jp/seisaku/cltmadoguchi/pdf/clt_expl1.pdf.

5. STRUCTURAL PERFORMANCE OF COMPOSITE STRUCTURE WITH CLT WALL INFILLED IN STEEL FRAMES USING DRIFT-PIN WITH STEEL PLATE

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