Reliability estimation of a Tibetan heritage timber structure with inclination in its Que-Ti joints
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference35 articles.
1. Alexandros A. Taflanidis, Gaofeng Jia. A simulation-based framework for risk assessment and probabilistic sensitivity analysis of base-isolated structures. Earthquake Engineering & Structural Dynamics; 2011, 40(14): 1629-1651.
2. Research on mechanical properties of main joints of Chinese traditional timber buildings with the type of post-and-lintel construction;Chun;Int J Architect Heritage,2017
3. Experimental study on seismic characteristics of typical mortise-tenon joints of Chinese southern traditional timber frame buildings;Chun;Sci China: Technol Sci,2011
4. Seismic vulnerability of historic Dieh-Dou timber structures in Taiwan;D’Ayala;Eng Struct,2008
5. Reliability-based code calibration for design of wood members using load and resistance factor design;Rosowsky;J Struct Eng,2005
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1. Refined analysis of a supporting column assembly in a traditional Tibetan timber building and its limiting tilt angle before collapse;Journal of Building Engineering;2024-11
2. Degradation of Mechanical Performance of Hoop Head Tenon-Mortise Joint of Tusi Manor with Decay Disease in Tibetan Areas in Yunnan;Buildings;2024-03-08
3. 3D Printed Thermoplastic Composite-Based Innovative Solutions for Heritage Structures: A Review on Technology to Application;Journal of The Institution of Engineers (India): Series C;2023-07-23
4. Degradation of Seismic Performance of Hoop Head Tenon-Mortise Joint of Tusi Manor with Decay Disease in Tibetan Areas in Yunnan;2023
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