Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Experimental Analysis of Traditional Wooden Joints
In the India Himalayan region, kath–kuni construction style is a centuries old, seismic resilient, construction system. In this system dry stone masonry with the combination of wooden beams and wooden connection is used. Earthquake resistance and ductility in these type of systems is found due to friction capacity in between layers and wooden connections. The connection in between wooden members are provided as a maanwi which is a dovetail type of connection and kadil which is a dowel type of connection. In this study, a separate experimental study has been done to understand behaviour of joints in historical building style. The joints were made of different sizes and were subjected to lateral loading condition. Experimental study was conducted to find out the coefficient of friction (μ) for different surface condition. The coefficient of friction found out to be varying in between 0.32 and 0.81 for mentioned conditions. Capacity of kadil, maanwi and bond strength were determined.
Experimental Analysis of Traditional Wooden Joints
In the India Himalayan region, kath–kuni construction style is a centuries old, seismic resilient, construction system. In this system dry stone masonry with the combination of wooden beams and wooden connection is used. Earthquake resistance and ductility in these type of systems is found due to friction capacity in between layers and wooden connections. The connection in between wooden members are provided as a maanwi which is a dovetail type of connection and kadil which is a dowel type of connection. In this study, a separate experimental study has been done to understand behaviour of joints in historical building style. The joints were made of different sizes and were subjected to lateral loading condition. Experimental study was conducted to find out the coefficient of friction (μ) for different surface condition. The coefficient of friction found out to be varying in between 0.32 and 0.81 for mentioned conditions. Capacity of kadil, maanwi and bond strength were determined.
Experimental Analysis of Traditional Wooden Joints
Lecture Notes in Civil Engineering
Goel, Manmohan Dass (Herausgeber:in) / Gupta, Laxmikant M. (Herausgeber:in) / Jaiswal, Omprakash R. (Herausgeber:in) / Chetival, Survesh (Autor:in) / Chikermane, Sanjay (Autor:in)
Structural Engineering Convention ; 2023 ; Nagpur, India
23.03.2025
11 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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