Structural Vulnerability Assessment of Heritage Timber Buildings: A Methodological Proposal

被引:32
作者
Shabani, Amirhosein [1 ]
Kioumarsi, Mahdi [1 ]
Plevris, Vagelis [1 ]
Stamatopoulos, Haris [2 ]
机构
[1] Oslo Metropolitan Univ, Dept Civil Engn & Energy Technol, N-0166 Oslo, Norway
[2] Norwegian Univ Sci & Technol NTNU, Dept Struct Engn, N-7491 Trondheim, Norway
基金
欧盟地平线“2020”;
关键词
heritage timber buildings; risks and their effects; structural vulnerability assessment; in situ assessment methods; visual inspection; data analysis; ex situ assessment methods; numerical simulation; experimental test; assessment and conservation methodology; NEAR-INFRARED SPECTROSCOPY; GROUND-PENETRATING RADAR; IN-SITU ASSESSMENT; MECHANICAL-PROPERTIES; SEISMIC BEHAVIOR; ROOF STRUCTURES; FRAMED STRUCTURE; CYCLIC BEHAVIOR; CLIMATE-CHANGE; TENON JOINTS;
D O I
10.3390/f11080881
中图分类号
S7 [林业];
学科分类号
0829 ; 0907 ;
摘要
The conservation of heritage structures is pivotal not only due to their cultural or historical importance for nations, but also for understanding their construction techniques as a lesson that can be applied to contemporary structures. Timber is considered to be the oldest organic construction material and is more vulnerable to environmental threats than nonorganic materials such as masonry bricks. In order to assess the structural vulnerability of heritage timber structures subjected to different types of risk, knowledge about their structural systems and configurations, the nature and properties of the materials, and the behavior of the structure when subjected to different risks, is essential for analysts. In order to facilitate the procedure, different assessment methods have been divided into the categories in situ and ex situ, which are applicable for vulnerability assessments at the element and full-scale level of a case study. An existing methodology for structural vulnerability assessments and conservation of heritage timber buildings is reviewed and a new methodology is proposed.
引用
收藏
页数:20
相关论文
共 134 条
[1]  
Agency F.E.M, 2017, RAPID VISUAL SCREENI
[2]   Simplified engineering tools for seismic analysis and design of traditional Dhajji-Dewari structures [J].
Ahmad, N. ;
Ali, Q. ;
Umar, M. .
BULLETIN OF EARTHQUAKE ENGINEERING, 2012, 10 (05) :1503-1534
[3]  
[Anonymous], 2017, SEISM EV RETR EX BUI
[4]  
[Anonymous], 2005, EFSA J, V3, P284, DOI [10.2903/j.efsa.2005.263, DOI 10.2903/J.EFSA.2005.263]
[5]  
[Anonymous], 2000, MANUALE COMPILAZIONE
[6]  
Aranha C.A., 2016, THESIS
[7]  
ASCE (American Society of Civil Engineers), 2016, 716 ASCESEI
[8]  
Baas E.J., 2020, THESIS
[9]  
Bassier M., 2016, Digital Heritage. Progress in Cultural Heritage: Documentation, Preservation, and Protection, P79
[10]   q-factor estimation for 3D log-house timber buildings via Finite Element analyses [J].
Bedon, Chiara ;
Rinaldin, Giovanni ;
Fragiacomo, Massimo ;
Noe, Salvatore .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 116 :215-229