Trial Design of the Composite Steel-Timber Structure

Author:

Fujita Masanori,Okoshi Yuki,Oda Hirotaka,Iwata Mamoru

Abstract

<p> In light of the global environment, the authors proposed a building system comprising steel and timber (Hereafter referred to as CSTS), which consist of rolled section steels and timbers. A design method of the CSTS uses the concept of a damage controlled structure and its mechanical model is established based on the previous tests. The design method of the CSTS member for columns and beams are shown and a trial design of the CSTS is conducted using analytical models of building structure.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference10 articles.

1. Fujita, M., Iwata, M., Reuse System of Building Steel Structures, Structure & Infrastructure Engineering, Vol.4, No.3, Taylor & Francis, pp.207-220, 2008

2. A Damage-Controlled Structure Using Buckling-Restrained Knee Braces;Mamoru Iwata;Structural Engineering International

3. Fujita, M., Syukuwa, M., Okoshi, Y., MURAI, M., Iwata, M., Building System for a Composite Steel-Timber Structure, Journal of environmental engineering (Transaction of AIJ),Vol.78,No. 691, pp.725-731, 2013.9

4. Khorasani. Feasibility Study of Hybrid Wood Structures. University of British Columbia, Thesis (MASc), 2010

5. Siegfried, S., Tesfamariam, S. Karacabeyli, E. & Propovski, M. Development of Steel-Wood Hybrid Systems for Buildings under Dynamic Loads, STESSA 2012, Santiago, CD6p, 2012

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1. Axial-compression performance of cold-formed thin-walled steel-fast-growing timber composite columns;Structures;2024-09

2. Bending test of a composite steel-timber beam jointed by bolts;IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management;2019

3. In-plane Shear Test of Floor Structure Adapting for the CSTS Using a Cross Laminated Timber;IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment;2016

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