[1]滕睿,曲哲,张永群.川南地区穿斗式木构架民居的动力特性[J].世界地震工程,2014,(03):229-234.
 TENG Rui,QU Zhe,ZHANG Yongqun.Dynamic characteristics of Chuandou-type timber houses in southern Sichuan[J].,2014,(03):229-234.
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川南地区穿斗式木构架民居的动力特性
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《世界地震工程》[ISSN:/CN:]

卷:
期数:
2014年03期
页码:
229-234
栏目:
出版日期:
2014-09-30

文章信息/Info

Title:
Dynamic characteristics of Chuandou-type timber houses in southern Sichuan
作者:
滕睿 曲哲 张永群
中国地震局工程力学研究所, 中国地震局地震工程与工程振动重点实验室, 黑龙江 哈尔滨 150080
Author(s):
TENG Rui QU Zhe ZHANG Yongqun
Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, CEA, Harbin 150080, China
关键词:
穿斗式木构架砌体填充墙芦山地震
Keywords:
Chuandou-type timber framemasonry infillsLushan earthquake
分类号:
TU352.1
摘要:
2013年发生在四川南部的芦山7.0级地震造成了大量的人员伤亡和经济损失。在受地震影响的川南地区,有大量传统的穿斗式木构架民居。首先简要介绍了这些穿斗式木构架民居在芦山地震中的震害特征,并分析了典型穿斗式木构架民居的抗震结构体系,进而选取3栋有代表性的川南地区木构架民居,通过现场脉动测试识别了其基本周期等动力特性。结果表明,穿斗式木构架本身抗侧刚度很小,不同类型的填充墙对穿斗式木构架的基本周期有显著影响。
Abstract:
The Ms7.0 Lushan earthquake resulted in many fatality and considerable economic loss in southern Sichuan, China, where traditional Chuandou-type timber houses are common residence for local people, especially in mountainous region. Following a brief summary of the seismic damages to Chuandou-type timber houses during the Lushan earthquake, the earthquake-resistant system of this kind of timber houses was examined. Tremor testing made for three typical Chuandou-type timber houses in southern Sichuan and their fundamental periods are identified. The results show that the lateral stiffness of the timber frame itself is very low while various infills have obvious influence on fundamental period of the timber houses.

参考文献/References:

[1] 李成煜. 丽江地震土木结构房屋震害分析[J].云南工业大学学报, 1996, 12(4)1-3. Li Chengyu. The damage analysis of earth/wood structure houses on Lijing earthquake[J].Journal of Yunnan Polytechnic University, 1996, 12(4)1-3. (in Chinese)
[2] 徐红杰, 陶忠, 余文正. 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, 2010, 10(20)5101-5105. Xu Hongjie, Tao Zhong, Yu Wenzheng. Analysis of seismic damages of rural raw-soil and timber structure houses in 79 Yaoan earthquake and scheme of seismic strengthing for Chuandou timber joints based on seismic damages. Science Technology and Engineering, 2010, 10(20)5101-5105. (in Chinese)
[3] 和田章, 清水敬三, 川合広樹 ほか. 建築物の損傷制御設計[M].丸善, 東京, 1998.
[4] 李成煜. 穿斗式木构架动力特性的简化分析[J].工程抗震, 1987, 238-40.
[5] 郭宁. 南北地震带具有区域特殊性的典型房屋建筑抗震性能分析 中国地震局.哈尔滨中国地震局工程力学研究所, 2012. Guo Ning. The seismic capability analysis of typical building with regional and characteristics in North-south Seismic Belt.HarbinInstitute of Engineering Mechanics, China Earthquake Administration, 2012 (in Chinese)
[6] 王海东, 尚守平, 何放龙, 等. 穿斗式木构架结构与轻型木结构抗震性能振动台试验研究[J].建筑结构学报, 2012, 33(6)138-143. Wang Haidong, Shang Shouping, He Fanglong, et al. Shaking table tests of Chinese traditional wood building and light wood framed building[J].Journal of Building Structures, 33(6)138-143. (in Chinese)
[7] 中国地震局. 四川省芦山"4·20"7.0级强烈地震烈度图. 2013年4月25日.
[8] Tanaka, Teiji; Yoshizawa, Shizuyo; Osawa, Tutaka; Morishita, Toshizo. Period and damping of vibration in actual buildings during earthquakes [J].Bulletin of the Earthquake Research Institute. 47, 19691073-1092.

相似文献/References:

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 TENG Rui,SHANG Qingxue,ZHONG Xiang,et al.Fragility studies for masonry infill walls based on experimental data[J].,2018,34(03):096.
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备注/Memo

备注/Memo:
收稿日期:2013-11-22;改回日期:2014-6-3。
基金项目:中国地震局工程力学研究所基本科研业务费专项(编号2013B13)资助,国家自然科学基金资助(项目批准号:51308514)
作者简介:滕睿(1980-),男,工程师,主要从事结构抗震方法、结构抗震试验等方面研究。E-amil:mr.tr@163.com
通讯作者:曲哲,男,副研究员,博士,主要从事建筑结构抗震与减隔震技术研究。E-mail:quz@iem.ac.cn
更新日期/Last Update: 1900-01-01