scholarly journals SEISMIC REHABILITATION OF A HISTORIC BUILDING WITH MASONRY � WOODEN STRUCTURE

2015 ◽  
Author(s):  
Marina Lute
Keyword(s):  
Historic Building ◽  
Seismic Rehabilitation ◽  
Wooden Structure

scholarly journals Parametric Workflow (BIM) for the Repair Construction of Traditional Historic Architecture in Taiwan

2015 ◽  
Vol XL-5/W7 ◽  
pp. 315-322 ◽  
Author(s):  
Y.-P. Ma ◽  
C. C. Hsu ◽  
M.-C. Lin ◽  
Z.-W. Tsai ◽  
J.-Y. Chen
Keyword(s):  
3D Model ◽  
Model Representation ◽  
Construction Process ◽  
Historic Building ◽  
Wooden Structure ◽  
Engineering Drawings ◽  
Historic Conservation ◽  
Conservation Projects ◽  
Building Conservation ◽  
Wooden Structures

In Taiwan, numerous existing traditional buildings are constructed with wooden structures, brick structures, and stone structures. This paper will focus on the Taiwan traditional historic architecture and target the traditional wooden structure buildings as the design proposition and process the BIM workflow for modeling complex wooden combination geometry, integrating with more traditional 2D documents and for visualizing repair construction assumptions within the 3D model representation. The goal of this article is to explore the current problems to overcome in wooden historic building conservation, and introduce the BIM technology in the case of conserving, documenting, managing, and creating full engineering drawings and information for effectively support historic conservation. Although BIM is mostly oriented to current construction praxis, there have been some attempts to investigate its applicability in historic conservation projects. This article also illustrates the importance and advantages of using BIM workflow in repair construction process, when comparing with generic workflow.

Thermal insulating plaster as a solution for refurbishing historic building envelopes: First experimental results

2015 ◽  
Vol 95 ◽  
pp. 86-91 ◽  
Author(s):  
Lorenza Bianco ◽  
Valentina Serra ◽  
Stefano Fantucci ◽  
Marco Dutto ◽  
Marco Massolino
Keyword(s):  
Experimental Results ◽  
Building Envelopes ◽  
Historic Building ◽  
Thermal Insulating

A Grooved Ware wooden structure at Knowth, Boyne Valley, Ireland

Antiquity ◽  
1994 ◽  
Vol 68 (259) ◽  
pp. 322-330 ◽  
Author(s):  
George Eogan ◽  
Helen Roche
Keyword(s):  
Wooden Structure

A new find at Knowth, the site in eastern Ireland famous for its complex of Neolithic passage-tombs, of a wooden structure associated with that enigmatic later Neolithic material, Grooved Ware.

Analysis of Seismic Performance of Damaged Wooden Structure Column Foot

2020 ◽  
Vol 567 ◽  
pp. 012032
Author(s):  
Xin Zhou ◽  
Tieying Li ◽  
Yifan Wang ◽  
Jianliang Wang
Keyword(s):  
Seismic Performance ◽  
Wooden Structure

Progressive Collapse Evaluation for Historic Building Structures

2010 ◽  
Vol 133-134 ◽  
pp. 1225-1231 ◽  
Author(s):  
Feng Lin ◽  
Ying Wang ◽  
Xiang Lin Gu ◽  
Xin Yuan Zhao
Keyword(s):  
Service Life ◽  
Material Properties ◽  
Progressive Collapse ◽  
Failure Criteria ◽  
Seismic Action ◽  
Historic Buildings ◽  
Building Structures ◽  
Historic Building ◽  
Current Design ◽  
Alternate Path Method

Important historic buildings may be subjected to accidental loads during their service life. It is therefore necessary not only to evaluate their safety under traditional loads and seismic action (only in earthquake area), but also to evaluate the structural performance of resisting progressive collapse. For historic buildings, two aspects make them different from the modern buildings: the material properties are usually deteriorated to some extent, and the structural system/constructions may not meet the requirements of current design and construction codes. Considering such aspects, a method consisting of four steps to evaluate the performance of the historic buildings to resist progressive collapse is presented in this paper. Firstly, the building layout should be evaluated whether it can protect the occupants from the possible explosion. Secondly, geometrical information, structural constructions and the material properties are to be investigated in details. Thirdly, by means of tie force method and the alternate path method the performance of the structure is analyzed to resist progressive collapse. The load combinations used in the analysis are derived based on the expected service life of the structure. The failure criteria for the structural elements as well as the damage limits for the structure follow the provisions addressed in American Unified Facilities Criteria “Design of Structure to Resist Progressive Collapse” (UFC 4-023-03). Finally, based on the above information an overall evaluation is made for the probably structural retrofitting and strengthening. This method is illustrated with a case study of a steel frame historic building, namely the Bund 18 building, in Shanghai, China. Some suggestions for retrofitting and strengthening this building are also presented.

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