Lateral resistance mechanism of a frame with deep beams and hanging mud walls in traditional Japanese residential houses

Author:

Li Zherui,Isoda Hiroshi,Kitamori Akihisa,Nakagawa Takafumi,Araki Yasuhiro,Que Zeli

Funder

Ministry of Land, Infrastructure, Transport and Tourism

China Scholarship Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference16 articles.

1. Prediction of Non-linear Load-deformation Curves of Various Types of Mud Shear Walls Subjected to Lateral Shear Force;Komatsu,2010

2. Ueda T. A study on historical transition of Sashimono joint in the framework of Japanese early modern houses. Doctoral dissertation for Graduate School of Socio Engineering, Nagoya Institute of Technology, 2017 (in Japanese).

3. Kawai N. Static Loading Test and Shake Table Test on Column Rocking Resistance using Scale Models. 2018 World conference on timber-engineering (WCTE); Seoul, Republic of Korea: 2018; STR-04-05.

4. Bending performance of traditional shear keyed column to beam joints Part 2;Kitamori;Proc Architect Inst Jpn,2018

5. Yeo S, Kitamori A, Aoyama T, et al. Lateral Shear Performance of Traditional Taiwannese Timber Column with Half and Full-penetrating Beam. 2016 World conference on timber-engineering (WCTE); Vienna, Austria: 2016; MS1-11:5.

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