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《Sichuan Building Science》 2011-06
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The analysis about node stiffness of mortise and tenon in ancient building

HU Weibing,HAN Guangsen,YU Haiping(School of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an 710055,China)  
In order to protect,recover,reinforce ancient building,the studying that how to decide the value about the node stiffness of mortises and tenon in ancient architecture has important significance.This paper takes the timber structure as an example,starts from the infinitesimal components of timber beams and columns which are the basic load-bearing construction to export their deflection curve equation,and uses the spring as the constraint of mortise and tenon which is as the boundary conditions to be entered to get the stiffness value of mortise and tenon;and uses the Clock Tower as an engineering example to establish the ANSYS finite element model,and analyzes the results and measured data.
【Fund】: 陕西省科学技术研究发展计划项目(2010K11-05-01);; 陕西省教育厅专项科研计划资助项目(09JK521)
【CateGory Index】: TU366.2
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2 Xie Qifang1 Zhao Hongtie1 Xue Jianyang1 Yao Kan2 Sui Yan1(1.Xi'an University of Architecture and Technolgy,Xi'an 710055,China; 2.Unit 95022 of Chinese People's Liberation Army,Shantou 515800,China);An experimental study on the strengthening of mortise-tenon joints in ancient Chinese wooden buildings[J];China Civil Engineering Journal;2008-01
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