Trial Design of the Composite Steel-Timber Structure
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Bibliographic Details
| Author(s): |
Masanori Fujita
Yuki Okoshi Hirotaka Oda Mamoru Iwata |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
| Published in: | IABSE Symposium Madrid 2014 | ||||
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| Page(s): | 2422-2429 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2014 | ||||
| DOI: | 10.2749/222137814814069156 | ||||
| Abstract: |
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. |
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| Keywords: |
steel composite structure timber design method reuse Contact joint
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