Earthquake simulator tests and associated study of an 1/6-scale nine-story RC model

被引：0
|
作者：
孙景江 [1 ]
王涛 [2 ]
齐虎 [1 ]
机构：
[1] Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
[2] Heilongjiang Institute of Science and Technology, Harbin 150080, China
来源：
Earthquake Engineering and Engineering Vibration | 2007年 / 03期
关键词：
earthquake simulator test; reinforced concrete structure; nonlinear analysis; drift ratio;
D O I：
暂无
中图分类号：
P315.8 [实验地震学、地震模拟试验];
学科分类号：
摘要：
Earthquake simulator tests of a 1/6-scale nine-story reinforced concrete frame-wall model are described in the paper. The test results and associated numerical simulation are summarized and discussed. Based on the test data, a relationship between maximum inter-story drift and damage state is established. Equations of variation of structural characteristics (natural frequency and equivalent stiffness) with overall drifts are derived by data fitting, which can be used to estimate structural damage state if structural characteristics can be measured. A comparison of the analytical and experimental results show that both the commonly used equivalent beam and fiber element models can simulate the nonlinear seismic response of structures very well. Finally, conclusions associated with seismic design and damage evaluation of RC structures are presented.
引用
收藏
页码：281 / 288
页数：8
相关论文
共 15 条
  • [1] Earthquake simulator tests and associated study of an 1/6-scale nine-story RC model
    Sun Jingjiang
    Tao, Wang
    Hu, Qi
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2007, 6 (03) : 281 - 288
  • [2] Earthquake simulator tests and associated study of an 1/6-scale nine-story RC model
    Jingjiang Sun
    Tao Wang
    Hu Qi
    Earthquake Engineering and Engineering Vibration, 2007, 6 : 281 - 288
  • [3] CONSTRUCTION OF A 1/6-SCALE CONCRETE CONTAINMENT MODEL
    HORSCHEL, DS
    NUCLEAR ENGINEERING AND DESIGN, 1987, 104 (03) : 341 - 347
  • [4] Performance Measurements of a 1/6-Scale Model of the 1907 Cornu Rotor
    Hance, Benjamin
    Leishman, J. Gordon
    Milluzzo, Joseph
    JOURNAL OF THE AMERICAN HELICOPTER SOCIETY, 2012, 57 (03)
  • [5] System identification study of a 1:10 scale steel model using earthquake simulator
    Nagarajaiah, S
    Ma, XJ
    ENGINEERING MECHANICS: PROCEEDINGS OF THE 11TH CONFERENCE, VOLS 1 AND 2, 1996, : 764 - 767
  • [6] BEHAVIOR OF 1/6-SCALE MODEL BRIDGE COLUMNS SUBJECTED TO INELASTIC CYCLIC LOADING
    CHEOK, GS
    STONE, WC
    ACI STRUCTURAL JOURNAL, 1990, 87 (06) : 630 - 638
  • [7] Corrigendum to: Dynamic Tests of a Large-Scale Three-Story RC Structure with Masonry Infill Walls (Journal of Earthquake Engineering, (2017), 10.1080/13632469.2018.1475313)
    J. Earthqu. Eng., 11 (0I):
  • [8] Seismic Response Analysis Model for Full-Scale 10-Story RC Building of Shaking Table Tests (FY2015)
    Kang, Jae-Do
    Kajiwara, Koichi
    10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), 2022, 198 : 1874 - 1882
  • [9] Seismic performance of a 1:15-scale 25-story RC flat-plate core-wall building model
    Lee, Han Seon
    Hwang, Kyung Ran
    Kim, Youn Ho
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2015, 44 (06): : 929 - 953
  • [10] Study on shaking table tests of a six story full-scale cold-formed steel-steel plate shear wall structure under bidirectional horizontal earthquake excitations
    Yao X.
    Zhou X.
    Shi Y.
    Xu L.
    Gu Y.
    Guan Y.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2023, 44 (06): : 1 - 11
12