Ancient Chinese timber architecture. I: Experimental study

被引:104
作者
Fang, DP [1 ]
Iwasaki, S
Yu, MH
Shen, QP
Miyamoto, Y
Hikosaka, H
机构
[1] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
[2] Iwate Univ, Dept Constr & Environm, Morioka, Iwate 020, Japan
[3] Xi An Jiao Tong Univ, Dept Civil Engn, Xian 710049, Peoples R China
[4] Hong Kong Polytech Univ, Dept Build & Real Estate, Hong Kong, Hong Kong, Peoples R China
关键词
D O I
10.1061/(ASCE)0733-9445(2001)127:11(1348)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
As an important part of the civilization in China, ancient Chinese architecture has an indigenous and unique system of construction that has retained its principal characteristics from prehistoric times to the present and spread its influence to other countries such as Korea and Japan. With the exacerbating environmental encroachment and time impacts that have been reducing their structural resistance, it has become imperative to preserve this architectural heritage. To provide the basic characteristics of the timber structures as fundamental information for research and preservation, on-site measurements and model tests were conducted on the front tower over the North Gate of the Xi' an City Wall. In the full-scale on-site tests, the vibration modes of the tower were measured. The first four natural frequencies of the structure were found to be 1.10, 1.70, 2.73, and 3.10 Hz, respectively. Multipoint excitation tests on wooden and polymethyl methacrylate (Perspex) models validate that the first and second modes obtained by the on-site full-scale test are the vibration modes of the tower. Many other valuable data and information were obtained through the tests, such as the damping ratio and the hysteresis curves.
引用
收藏
页码:1348 / 1357
页数:10
相关论文
共 20 条
  • [1] [Anonymous], 1986, J STRUCT ENG-ASCE, V112, P2155
  • [2] [Anonymous], 2001, ANCIENT ARCHITECTURE
  • [3] BRUNGRABER RL, 1985, THESIS STANFORD U PA
  • [4] Behavior and modeling of wood-pegged timber frames
    Bulleit, WM
    Sandberg, LB
    Drewek, MW
    O'Bryant, TL
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1999, 125 (01): : 3 - 9
  • [5] CHENG JQ, 1985, TIMBER CHINA FOREST, P568
  • [6] Finite-element model for nailed wood joints under reversed cyclic load
    Chui, YH
    Ni, C
    Jiang, L
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1998, 124 (01): : 96 - 103
  • [7] Ancient Chinese timber architecture. II: Dynamic characteristics
    Fang, DP
    Iwasaki, S
    Yu, MH
    Shen, QP
    Miyamoto, Y
    Hikosaka, H
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2001, 127 (11) : 1358 - 1364
  • [8] FANG DP, 1993, THESIS KYUSHU U FUKU
  • [9] Hayashi T, 1998, 5TH WORLD CONFERENCE ON TIMBER ENGINEERING, VOL 1, PROCEEDINGS, P750
  • [10] Joint characteristics of traditional Chinese wooden frames
    King, WS
    Yen, JYR
    Yen, YNA
    [J]. ENGINEERING STRUCTURES, 1996, 18 (08) : 635 - 644