DEVELOPMENT OF STEEL PLATE-BOLT JOINT SYSTEM FOR CLT HYBRID STRUCTURES: STRUCTURAL PERFORMANCE EVALUATION AND COMPONENT-LEVEL EXPERIMENT
Author:
Affiliation:
1. School of Engineering, Tohoku Univ.
2. Dept. of Architecture and Civil Engineering, Chalmers Univ. of Technology / School of Engineering, Tohoku Univ.
Publisher
Architectural Institute of Japan
Link
https://www.jstage.jst.go.jp/article/aijt/30/74/30_106/_pdf
Reference14 articles.
1. 1) Loss Cristiano et al.: In-plane stiffness of hybrid steel–cross-laminated timber floor diaphragms, Journal of Structural Engineering, 144, 8, p.04018128, 2018.
2. 2) Khajehpour Mehdi et al.: Seismic analysis of hybrid steel moment frame CLT shear walls structures, J. Perform. Constr. Facil., 35, 5, p.04021059, 2021.
3. 3) Dickof Carla et al.: CLT–steel hybrid system: Ductility and overstrength values based on static pushover analysis, J. Perform. Constr. Facil., 28, 6, p.A4014012, 2014.
4. 4) Bezabeh Matiyas A. et al.: Seismic base shear modification factors for timber-steel hybrid structure: collapse risk assessment approach, Journal of Structural Engineering, 143, 10, p.04017136, 2017.
5. 5) Tesfamariam Solomon et al.: Seismic vulnerability assessment of hybrid steel-timber structure: Steel moment-resisting frames with CLT infill, Journal of Earthquake Engineering, 18, 6, pp.929-944, 2014.
Cited by 1 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. PROPOSAL OF HYBRID STRUCTURE USING CLT WALLS AND STEEL FRAMES AND VERIFICATION OF SEISMIC PERFORMANCE BY FRAME TEST;Journal of Structural Engineering B;2024
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