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《地震研究》[ISSN:1000-0666/CN:53-1062/P]

卷:: 47
期数:: 2024年02期

页码:: 290-299

栏目:

出版日期:: 2024-06-01

文章信息/Info

Title:: Analysis of Architectural and Structural Characteristics and Typical Earthquake Damage to the Chuandou-type Timber Frame in Southwest China:A Case Study of the Mountainous Areas in Guizhou Province

作者:: 王现伟¹; 2; 孙柏涛¹; 2; 陈洪富¹; 2; (1.中国地震局工程力学研究所地震工程及工程振动重点实验室,黑龙江哈尔滨 150080; 2.地震灾害应急管理部重点实验室,黑龙江哈尔滨 150080)

Author(s):: WANG Xianwei¹; 2; SUN Baitao¹; 2; CHEN Hongfu¹; 2; (1.Key Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,Heilongjiang,China)(2.Key Laboratory of Earthquake Disaster Mitigation,Ministry of Emergency Management,Harbin 150080,Heilongjiang,China)

关键词:: 穿斗式木结构; 现场调研; 建筑特点; 构造特点; 震害特点; 西南地区

Keywords:: the Loess region; ground motion; PGA; the Two-step Regression method; attenuation relations

分类号:: P315.9

DOI:: 10.20015/j.cnki.ISSN1000-0666.2024.0008

摘要:: 为了深入了解穿斗式木结构的抗震能力,从该结构的建筑构造特点出发对其进行详细介绍。基于对贵州黔西南州、黔南州的乡镇村落的实地调查,对穿斗式木结构的建筑特点和构造特点进行了分类归纳; 根据2021年四川泸县6.0级、2022年泸定6.8级地震震中的现场震害调查结果以及自2013以来西南地区6.0级以上典型地震的震害资料,总结了穿斗式木结构房屋的典型震害,包括屋面破坏、围护墙破坏、木构架破坏等,并分析了其震损原因。结果表明:穿斗式木结构独特的榫卯连接形式,使其木构架在地震作用下表现出良好的抗震能力,而填充墙抗震性能相对较差。

Abstract:: In this paper we firstly introduce the characteristics of the Chuandou-type structure in detail,in order to help further understand the seismic capacity of the Chuandou-type timber frame.Based on the field investigation of towns and villages in Qianxinan and Qiannan prefecture of Guizhou province,we classified the architectural characteristics and structural characteristics of the Chuandou-type timber frame.According to the field survey in the disaster areas of the 2021 Luxian M_S6.0 earthquake and the 2022 Luding M_S6.8 earthquake in Sichuan,and the seismic damage data of the typical earthquakes(M_S≥6.0)in southwest China since 2013,the typical earthquake damage to the roof,wall,wood frame,etc.of the Chuandou-type timber frame is summarized.Finally,the causes of damage to the Chuandou-type timber frame are analyzed.The results show that it’s unique tenon-mortise connection ensures the good seismic performance of the Chuandou-type timber frame when It’s hit by earthquakes.Yet the seismic performance of the Chuandou-type timber frame’s infilled walls is relatively poor.

参考文献/References:

陈相兆,孙柏涛,闫培雷,等.2017.四川康定6.3级地震灾害分布特点及结构震害简析[J].地震工程与工程振动,37(2):1-9.
Chen X Z,Sun B T,Yan P L,et al.2017.The characteristics of earthquake disasters distribution and seismic damage to structures in Kangding M_S6.3 earthquake[J].Earthquake Engineering and Engineering Dynamics,37(2):1-9.(in Chinese)
杜轲,高嘉伟,温卫平,等.2021.漾濞6.4级地震穿斗木房屋震害特征及其原因简析[J].世界地震工程,37(4):38-45.
Du K,Gao J W,Wen W P,et al.2021.Brief analysis of the characteristics and causes of the earthquake damage of the Chuandou-type timber frames in the M6.4 Yangbi earthquake[J].World Earthquake Engineering,37(4):38-45.(in Chinese)
高永武,金波,戴君武,等.2013.芦山7级地震村镇木结构震害调查及加固建议[J].地震工程与工程振动,33(3):48-52.
Gao Y W,Jin B,Dai J W,et al.2013.Damage to rural wooden structures in M7.0 Lushan earthquake and reinforcement suggestions[J].Earthquake Engineering and Engineering Dynamics,33(3):48-52.(in Chinese)
李成煜.1996.丽江地震土木结构房屋震害分析[J].云南工业大学学报(4):1-3,12.
Li C Y.1996.The damage analysis of earth/wood structure house on Lijiang Earthquake[J].Journal of Polytechnic University,(4):1-3,12.(in Chinese)
刘敦桢.1984.中国古代建筑史[M].北京:中国建筑工业出版社.
Liu D Z.1984.History of Ancient Architecture in China[M].Beijing:China Architecture & Building Press.(in Chinese)
刘致平.1957.中国建筑类型及结构[M].北京:建筑工程出版社.
Liu Z P.1957.Chinese building types and structures[M].Beijing:Construction Engineering Press.(in Chinese)
陆伟东.2014.村镇木结构建筑抗震技术手册[M].南京:东南大学出版社.
Lu W D.2014.Rural wood structure building seismic technical manual[M].Nanjing:Southeast University Press.(in Chinese)
马炳坚.2003.中国古建筑木作营造技术-第2版[M].北京:科学出版社.
Ma B J.2003.Wood construction techniques of ancient Chinese architecture-second edition[M].Beijing:Science Press.(in Chinese)
曲哲,钟江荣,孙景江,等.2014.四川芦山7.0级地震中非抗震设防民居震害特征[J].建筑结构学报,35(5):157-164.
Qu Z,Zhong J R,Sun J J,et al.2014.Seismic damage to masonry structures in M7.0 Lushan earthquake[J].Journal of Earthquake Engineering Vibration,35(5):157-164.(in Chinese)
孙柏涛,闫培雷,王明振,等.2014a.四川省芦山“4·20”7.0级强烈地震建筑物震害图集[M].北京:地震出版社.
Sun B T,Yan P L,Wang M Z,et al.2014a.Seismic damage atlas of buildings in Lushan “4.20” 7.0 strong earthquake,Sichuan Province[M].Beijing:Seismological Press.(in Chinese)
孙柏涛,张昊宇,闫培雷,等.2014b.芦山7.0级地震穿斗木构架房屋震害特点及原因简析[J].土木工程学报,47(3):1-11.
Sun B T,Zhang H Y,Yan P L,et al.2014b.Earthquake damage and feature analysis of Chinese traditional timber frame structures subjected to the Lushan 7.0 earthquake [J].Journal of Building Structures,47(3):1-11.(in Chinese)
王峰.2013.古建筑瓦石工程技术[M].北京:化学工业出版社.
Wang F.2013.Ancient building tile engineering technology[M].Beijing:Chemical Industry Press.(in Chinese)
王晓华,冯美宇,2013.中国古建筑构造技术[M].北京:化学工业出版社.
Wang X H,Feng M Y.2013.Chinese ancient building construction technology[M].Beijing:Chemical Industry Press.(in Chinese)
徐红杰,陶忠,余文正,等.2010.姚安7·9地震土木结构民居震害及基于震害的穿斗木构架节点抗震加固分析[J].科学技术与工程,10(20):5101-5105.
Xu H J,Tao Z,Yu W Z,et al.2010.Analysis of seismic damages of rural raw-soil and timber structure houses in 7·9 Yao’an Earthquake and scheme of seismic strengthening for Chuandou timber joints based on seismic damages[J].Science Technology and Engineeing,10(20):5101-5105.(in Chinese)
许丹.2019.穿斗木结构抗震性能试验研究及地震易损性分析[D].西安:西安建筑科技大学.
Xu D.2019.Experimental study on seismic performance and seismic fragility analysis of column-and-tie timber structure[D].Xi’an:Xi’an University of Architecture & Technology.(in Chinese)
薛建阳,任国旗,许丹,等.2019.传统民居穿斗木结构栓榫节点抗震性能试验研究[J].建筑结构学报,40(10):158-167.
Xue J Y,Ren G Q,Xu D,et al.2019.Experimental study on seismic performance of dowel joints in traditional Chuan-Dou style timber structures[J].Joural of Building Stuctures,40(10):158-167.(in Chinese)
闫培雷,孙柏涛,陈相兆,等.2018.四川康定6.3级地震建筑物震害特点及原因分析[J].建筑结构,48(S2):250-254.
Yan P L,Sun B T,Chen X Z,et al.2018.Seismic damage and feature analysis of buildings during Kangding M_S6.3 earthquake in Sichuan[J].Building Structure,48(S2):250-254.(in Chinese)
杨宇振.2002.中国西南地域建筑文化研究[D].重庆:重庆大学.
Yang Y Z.2002.Study of regional architecture culture of SW China[D].Chongqing:Chongqing University.(in Chinese)
姚侃,赵鸿铁,薛建阳,等.2007.木结构古建筑的抗震性能分析[J].建筑科学,(7):47-50.
Yao K,Zhao H T,Xue J Y,et al.2007.Study on the seismic characteristics of Chinese historical timber buildings[J].Building Science,(7):47-50.(in Chinese)
叶阳,明小娜,卢永坤,等.2021.漾濞6.4级地震大理地区穿斗木结构震害分析及加固措施[J].世界地震工程,37(4):28-37.
Ye Y,Ming X N,Lu Y K,et al.2021.Earthquake damage analysis of Dali timber frame structures subjected to the Yangbi M6.4 earthquake and methods of rebuild、reinforcement[J].World Earthquake Engineering,37(4):28-37.(in Chinese)
张方浩,杜浩国,张原硕,等.2021.基于倾斜摄影的2021年云南漾濞M_S6.4地震典型震害调查分析[J].地震研究,44(3):481-489.
Zhang F H,Du H G,Zhang Y S,et al.2021.Investigation of typical earthquake-damage caused by the 2021 Yangbi,Yunnan M_S6.4 earthquake based on the oblique photography[J].Journal of Seismological Research,44(3):481-489.(in Chinese)

备注/Memo

备注/Memo:: 收稿日期:2022-03-27.
基金项目:中国地震局地震工程与工程振动重点实验室重点专项(2019EEEV0103); 国家自然科学联合基金重点项目(U2239252); 国家重点研发计划课题(2019YFC1509301).
第一作者简介:王现伟(1997-),硕士研究生在读,主要从事结构抗震方面研究.E-mail:1397745583@qq.com.
通信作者简介:陈洪富(1983-),副研究员,博士,主要从事地震灾害风险评估和抗震加固研究.E-mail:chen-hongfu@163.com.

更新日期/Last Update: 2024-03-20

《地震研究》[ISSN:1000-0666/CN:53-1062/P]

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