Seismic Performance Evaluation of a Roof Structure of a Historic Chinese Timber Frame Building
Author:
Affiliation:
1. School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi, P.R. China
2. Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education (XAUAT), Xi’an, Shaanxi, P.R. China
Funder
National Natural Science Foundation of China
National Key Research and Development Plan of the 13th Five-Year
Shaanxi Key Scientific and Technological Innovation Team
Natural Science Basic Research Project of Shaanxi Province
Publisher
Informa UK Limited
Subject
Visual Arts and Performing Arts,Architecture,Conservation
Link
https://www.tandfonline.com/doi/pdf/10.1080/15583058.2021.1894503
Reference33 articles.
1. Traditional T-F Masonries in the City Centre of L’Aquila – The Baraccato Aquilano
2. Structural analysis of two King-post timber trusses: Non-destructive evaluation and load-carrying tests
3. Non-destructive assessment, full-scale load-carrying tests and local interventions on two historic timber collar roof trusses
4. Load-carrying capacity test of a long-span timber truss
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