Seismic Vulnerability Assessment and Strengthening of Heritage Timber Buildings: A Review

被引:18
|
作者
Shabani, Amirhosein [1 ]
Alinejad, Ali [2 ]
Teymouri, Mohammad [3 ]
Costa, Andre Nascimento [4 ]
Shabani, Mahgol [5 ]
Kioumarsi, Mahdi [1 ]
机构
[1] Oslo Metropolitan Univ, Dept Civil Engn & Energy Technol, Pilestredet 35, N-0166 Oslo, Norway
[2] Dalhousie Univ, Dept Civil & Resource Engn, 5217 Morris St, Halifax, NS B3J 1B6, Canada
[3] Colorado State Univ, Dept Civil & Environm Engn, Ft Collins, CO 80523 USA
[4] Univ Valley Itajai, Dept Civil Engn, 458 Uruguai St, BR-88302901 Itajai, SC, Brazil
[5] Shomal Univ, Dept Civil Engn, Amol 4616184596, Mazandaran, Iran
基金
欧盟地平线“2020”;
关键词
heritage timber buildings; nonlinear numerical modeling; vulnerability assessment; strengthening techniques; seismic analysis; literature review; GROUND MOTION SELECTION; CYCLIC BEHAVIOR; MECHANICAL-BEHAVIOR; FRAMED STRUCTURE; SHEAR WALL; PERFORMANCE; JOINTS; CONNECTIONS; RESISTANCE; BEAMS;
D O I
10.3390/buildings11120661
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recent studies highlight the potential impact of earthquakes on cultural heritage sites and monuments, which in turn yield significant adverse impacts on economies, politics, and societies. Several aspects such as building materials, structural responses, and restoration strategies must be considered in the conservation of heritage structures. Timber is an old organic construction material. Most of the historic timber structures were not designed to withstand seismic forces; therefore, the seismic vulnerability assessment of heritage timber structures in areas with high seismic hazard is essential for their conservation. For this purpose, different strategies for the numerical modeling of heritage timber buildings have been developed and validated against tests results. After performing seismic analysis using detailed analytical methods and predicting the susceptible structural components, strengthening techniques should be utilized to mitigate the risk level. To this aim, various methods using wooden components, composite material, steel components, SMA etc., have been utilized and tested and are reviewed in this study. There are still some gaps, such as full-scale numerical modeling of strengthened buildings and investigating the soil-structure interaction effects on the seismic behavior of buildings that should be investigated.
引用
收藏
页数:25
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