Experimental and theoretical study on seismic behavior of Dou-Gong brackets on column under the load in overhanging and width directions-Reference-Cited by-同舟云学术

Experimental and theoretical study on seismic behavior of Dou-Gong brackets on column under the load in overhanging and width directions

Published:2024-01 Issue: Volume:299 Page:117138
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Song Dejun,Xue Jianyang,Wu Chenwei

Funder

National Natural Science Foundation of China

Natural Science Basic Research Program of Shaanxi Province

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

1. Dynamic performance of a multi-story traditional timber pagoda;Wu;Eng Struct,2018

2. Semi-mechanism-based hysteretic model for traditional heavy timber frames with forked column foot joints and various wood panel infill;Wu;Eng Struct,2022

3. Mechanical behaviors of Tou-Kung in historic timber structures subjected to vertical load;Dong;Structures,2023

4. An experimental study of the combined hysteretic behavior of Dougong and upper frame in Yingxian Wood Pagoda;Sha;Constr Build Mater,2021

5. Hysteretic behavior of an ancient Chinese multi-layer timber substructure: a full-scale experimental test and analytical model;Sha;J Build Eng,2021

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental and numerical analysis on seismic behavior of corner Dou-Gong bracket in ancient timber buildings;Soil Dynamics and Earthquake Engineering;2024-07

2. Mechanical performance of wood subjected to the interaction of transversal tension/compression and longitudinal shear stresses;Construction and Building Materials;2024-03