Seismic Resistance of Timber Frames with Mud and Stone Infill Walls in a Chinese Traditional Village Dwelling

被引:11
作者
Shen, Yinlan [1 ]
Yan, Xingchen [1 ]
Yu, Piyong [1 ]
Liu, Hui [2 ]
Wu, Guofang [3 ]
He, Wei [4 ]
机构
[1] Beijing Univ Technol, Fac Architecture Civil & Transportat Engn, Beijing 100124, Peoples R China
[2] Beijing Inst Housing & Urban Rural Construct Sci, Beijing 101160, Peoples R China
[3] Chinese Acad Forestry, Res Inst Wood Ind, Beijing 100091, Peoples R China
[4] Beijing Univ Civil Engn & Architecture, Sch Civil & Transportat Engn, Beijing 100044, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
timber frame; mud and stone infill; traditional village dwelling; mortise and tenon; seismic behavior; STRUCTURAL SYSTEM; BEHAVIOR; MASONRY; PERFORMANCE; BUILDINGS; ISLAND;
D O I
10.3390/buildings11120580
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Traditional Chinese wood residences consist of timber frames with masonry infill walls or other types of infill, representing valuable heritage. A field investigation of traditional village dwellings in northern China consisting of timber frames with mud and stone infill walls was conducted. Their construction characteristics are reported, and static cyclic tests were performed on two full-size wood-stone hybrid walls with different configurations (exterior transverse wall and internal transverse wall) and no openings (doors or windows). Their failure mechanics and seismic capacity, i.e., the strength, stiffness, ductility, and energy dissipation, were investigated. The results are compared with a previous experimental study of two full-size timber frames with the same traditional structure but no infill to determine the effect of the mud and stone infill on the lateral resistance. The experimental results indicate that the stone infill has a critical influence on the lateral performance of traditional village buildings, resulting in a high lateral stiffness, high strength (>20 kN), and a high ductility ratio (>10). An increase in the vertical load leads to an increase in the lateral resistance of the timber frame with infill walls, larger for the internal transverse wall than the external gable wall. The incompatibility of the deformation between the timber frame and stone infill is the main failure reason, resulting in falling stones and collapse with undamaged timber frames. Suggestions are provided for the protection and repair of traditional wood residences in northern China.
引用
收藏
页数:23
相关论文
共 50 条
  • [31] Seismic performance investigation of the Dou-gong joints of traditional Chinese timber structures
    Cao, Jixing
    Li, Xiaoyu
    Liu, Yingyang
    Qian, Hui
    Yu, Dan
    EUROPEAN JOURNAL OF WOOD AND WOOD PRODUCTS, 2023, 81 (01) : 173 - 186
  • [32] Seismic Performance of Nonductile Reinforced Concrete Frames with Masonry Infill Walls-II: Collapse Assessment
    Sattar, Siamak
    Liel, Abbie B.
    EARTHQUAKE SPECTRA, 2016, 32 (02) : 819 - 842
  • [33] Effects of masonry infill walls with openings on seismic behaviour of long-span GLD RC frames
    Niyompanitpattana, Surasak
    Warnitchai, Pennung
    MAGAZINE OF CONCRETE RESEARCH, 2017, 69 (21) : 1082 - 1102
  • [34] Enhancing the In-Plane Behavior of a Hybrid Timber Frame-Mud and Stone Infill Wall Using PP Band Mesh on One Side
    Shen, Yinlan
    Yan, Xingchen
    Liu, Hui
    Wu, Guofang
    He, Wei
    POLYMERS, 2022, 14 (04)
  • [35] Seismic Vulnerability Assessment of Self-Centering Prestressed Concrete Frames with and without Masonry Infill Walls: Experimental and Numerical Models
    Zhu, Ruizhao
    Guo, Tong
    Song, Lianglong
    Yang, Kun
    Xu, Gang
    Tesfamariam, Solomon
    JOURNAL OF STRUCTURAL ENGINEERING, 2024, 150 (08)
  • [36] Resistance of reinforced concrete frames with masonry infill walls to in-plane gravity loading due to loss of a supporting column
    Brodsky, A.
    Yankelevsky, D. Z.
    ENGINEERING STRUCTURES, 2017, 140 : 134 - 150
  • [37] Seismic mechanism analysis of a traditional Chinese timber structure based on quasi-static tests
    Meng, Xianjie
    Li, Tieying
    Yang, Qingshan
    Wei, Jianwei
    STRUCTURAL CONTROL & HEALTH MONITORING, 2018, 25 (10)
  • [38] Seismic out-of-plane repair and strengthening of masonry infill walls using timber strong-backs
    Cassol, Davide
    Ingham, Jason
    Giongo, Ivan
    STRUCTURES, 2025, 71
  • [39] Lateral resistance and restoring force model of timber frames with traditional joints in Tang, Song, and Qing dynasties
    Li, Xinran
    Wang, Shuo
    Chen, Zhiyuan
    Que, Zeli
    Komatsu, Kohei
    JOURNAL OF WOOD SCIENCE, 2025, 71 (01)
  • [40] Seismic Vulnerability Assessment of Hybrid Steel-Timber Structure: Steel Moment-Resisting Frames with CLT Infill
    Tesfamariam, S.
    Stiemer, S. F.
    Dickof, C.
    Bezabeh, M. A.
    JOURNAL OF EARTHQUAKE ENGINEERING, 2014, 18 (06) : 929 - 944