漾濞6.4级地震穿斗木房屋震害特征及其原因简析

Ke Du; Jiawei Gao; Weiping Wen; Junqi Lin

漾濞6.4级地震穿斗木房屋震害特征及其原因简析

Translated title of the contribution: Brief analysis of the characteristics and causes of the earthquake damage of the Chuandou-type timber frames in the M6.4 Yangbi earthquake

Ke Du
, Jiawei Gao
, Weiping Wen
, Junqi Lin^*

^*Corresponding author for this work

China Earthquake Administration
School of Civil Engineering, Harbin Institute of Technology

Research output: Contribution to journal › Article › peer-review

2 Scopus citations

Abstract

This paper introduced the structural layout of the Chuandou-type timber frames folk houses, based on the results of earthquake damage investigation of Yangbi M6.4 earthquake, classified and summarized the failure phenomena of Chuandou-type timber frames, and drew the conclusion that the overall failure degree of Chuandou-type timber frames is higher than that of masonry structures and concrete frame structures. Compared with the phenomena that the damage of the Chuandou-type timber frames is slighter than that of the masonry structures and the concrete frame structures in the Lushan M7.0 earthquake, a preliminary explanation is given from the difference of the ground motion and the difference of the retaining wall. Based on the existing studies, some suggestions on the improvement and reinforcement of the Chuandou-type timber frames are put forward.

Translated title of the contribution	Brief analysis of the characteristics and causes of the earthquake damage of the Chuandou-type timber frames in the M6.4 Yangbi earthquake
Original language	Chinese (Traditional)
Pages (from-to)	38-45
Number of pages	8
Journal	World Earthquake Engineering
Volume	37
Issue number	4
State	Published - Oct 2021
Externally published	Yes

Cite this

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title = "漾濞6.4级地震穿斗木房屋震害特征及其原因简析",

abstract = "This paper introduced the structural layout of the Chuandou-type timber frames folk houses, based on the results of earthquake damage investigation of Yangbi M6.4 earthquake, classified and summarized the failure phenomena of Chuandou-type timber frames, and drew the conclusion that the overall failure degree of Chuandou-type timber frames is higher than that of masonry structures and concrete frame structures. Compared with the phenomena that the damage of the Chuandou-type timber frames is slighter than that of the masonry structures and the concrete frame structures in the Lushan M7.0 earthquake, a preliminary explanation is given from the difference of the ground motion and the difference of the retaining wall. Based on the existing studies, some suggestions on the improvement and reinforcement of the Chuandou-type timber frames are put forward.",

keywords = "Characteristics of seismic disasters, Chuandou-type timber frames, Investingations of seismic disasters, Yangbi earthquake",

author = "Ke Du and Jiawei Gao and Weiping Wen and Junqi Lin",

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T1 - 漾濞6.4级地震穿斗木房屋震害特征及其原因简析

AU - Du, Ke

AU - Gao, Jiawei

AU - Wen, Weiping

AU - Lin, Junqi

PY - 2021/10

Y1 - 2021/10

N2 - This paper introduced the structural layout of the Chuandou-type timber frames folk houses, based on the results of earthquake damage investigation of Yangbi M6.4 earthquake, classified and summarized the failure phenomena of Chuandou-type timber frames, and drew the conclusion that the overall failure degree of Chuandou-type timber frames is higher than that of masonry structures and concrete frame structures. Compared with the phenomena that the damage of the Chuandou-type timber frames is slighter than that of the masonry structures and the concrete frame structures in the Lushan M7.0 earthquake, a preliminary explanation is given from the difference of the ground motion and the difference of the retaining wall. Based on the existing studies, some suggestions on the improvement and reinforcement of the Chuandou-type timber frames are put forward.

AB - This paper introduced the structural layout of the Chuandou-type timber frames folk houses, based on the results of earthquake damage investigation of Yangbi M6.4 earthquake, classified and summarized the failure phenomena of Chuandou-type timber frames, and drew the conclusion that the overall failure degree of Chuandou-type timber frames is higher than that of masonry structures and concrete frame structures. Compared with the phenomena that the damage of the Chuandou-type timber frames is slighter than that of the masonry structures and the concrete frame structures in the Lushan M7.0 earthquake, a preliminary explanation is given from the difference of the ground motion and the difference of the retaining wall. Based on the existing studies, some suggestions on the improvement and reinforcement of the Chuandou-type timber frames are put forward.

KW - Characteristics of seismic disasters

KW - Chuandou-type timber frames

KW - Investingations of seismic disasters

KW - Yangbi earthquake

UR - https://www.scopus.com/pages/publications/85118578036

M3 - 文章

AN - SCOPUS:85118578036

SN - 1007-6069

VL - 37

SP - 38

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JO - World Earthquake Engineering

JF - World Earthquake Engineering

IS - 4

ER -

漾濞6.4级地震穿斗木房屋震害特征及其原因简析

Abstract

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