Mechanical Joint Model of Traditional Chinese-style Building and Preliminary Seismic Assessment Method

• Main Authors: Tsung-Han Hsieh, 謝宗翰
• Other Authors: 王仁佐
• Format: Others
• Language: zh-TW
• Published: 2018
• Online Access: http://ndltd.ncl.edu.tw/handle/dtvtdx

碩士 === 國立臺北科技大學 === 土木工程系土木與防災碩士班 === 106 === This study is aimed at the study of traditional Chinese-style buildings. The classification of the joints is carried out for the tiger-side frame of the The State Temple of the Martial God in Tainan and derive the theoretical formula of the rotational stiffness of various joints. The derived rotational stiffness can be applied to detailed seismic assessment or professional seismic assessment of traditional Chinese buildings. For the experiment of wood column and foundation, proposed a correction factor based on the resilience of the wood column in the J-ACA (2012) to simulate the rotational stiffness of the wood column and foundation . And refer to experimental data from other researchers to compare the rotational stiffness formulas derived from this study to verify the correctness of the formula. Using Ls-Dyna and SAP to build the model and the analysis results are compared with the experimental results in order to obtain the correct model establishment method. The joint type without the experiment will be based on the analysis results to verify the correctness of the formula. For the assessment of the seismic performance of traditional Chinese buildings, this study proposes a preliminary assessment method, which is divided into three parts: matters concerning the location environment, structural and structural matters, and matters related to preservation. In the structural construction matters, the calculation of traditional buildings is simplified to the assessment of columns and wall members.