Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 51 Issue 9
Jan.  2022
Turn off MathJax
Article Contents
SHANG Yanliang. EQUIVALENT CIRCUIT EXPERIMENTS FOR SOIL-STRUCTURE INTERACTION SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 166-172,126. doi: 10.13204/j.gyjzG20051003
Citation: SHANG Yanliang. EQUIVALENT CIRCUIT EXPERIMENTS FOR SOIL-STRUCTURE INTERACTION SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 166-172,126. doi: 10.13204/j.gyjzG20051003

EQUIVALENT CIRCUIT EXPERIMENTS FOR SOIL-STRUCTURE INTERACTION SYSTEMS

doi: 10.13204/j.gyjzG20051003
  • Received Date: 2020-05-10
    Available Online: 2022-01-11
  • Various systematic lumped-parameter modes have been developed in recent studies for efficiently representing the dynamic behaviors of unbounded soil. Those systematic lumped-parameter modes are merely constructed by arranging several spring and damper elements, either connected in series or in parallel. Other than their applications in simplifying the analysis and design, those modes have been also analogized to equivalent electric circuits according to their concise mathematical formulation and simple physical correspondence. Based on these new developments in simulating the lumped-parameter modes with equivalent circuits, this research further considered the inclusion of foundation mass and superstructure to extensively explore the possibility of representing the simulation of a complete soil-structure interaction system with a simple circuit experiment. In this study, foundation mass, single-degree-of-freedom superstructure and multi-degree-of-freedom superstructure were added to the original centralized parameter mode to replace soil, so as to gradually establish the equivalent circuit of the complete soil-structure interaction system, carry out simulation tests under three different seismic spectra, and discuss its accuracy and feasibility. Through the comparison of different systems mentioned above, the error of mechanical analysis and equivalent circuit test results was generally less than 10%, which could prove that the equivalent circuit proposed for the complete soil-structure interaction had good test effect and accuracy.
  • loading
  • [1]
    于旭,吴晓飞,朱明轩,等.土-隔震结构动力相互作用的系统综述[J].南京航空航天大学学报(英文版),2020,37(1):40-53.
    [2]
    GALVIS F A, SMITH-PARDO J P. Axial Load Biaxial Moment Interaction (PMM) Diagrams for Shallow Foundations:Design Aids, Experimental Verification, and Examples[J]. Engineering Structures,2020,213:1-13.
    [3]
    KIM D K, PARK H G, KIM D S, et al. Nonlinear System Identification on Shallow Foundation Using Extended Kalman Filter[J]. Soil Dynamics and Earthquake Engineering,2020,128:1-12.
    [4]
    戴志军,李小军,侯春林.场地硬夹层对核电厂结构地震响应的影响分析[J].应用基础与工程科学学报,2019,27(6):1285-1293.
    [5]
    VELETSOS A S, TANG Y. Vertical Vibration of Ring Foundations[J]. Earthquake Engineering and Structural Dynamics, 1986,15:1-21.
    [6]
    王珏,周叮.基于子结构方法的土-结构动力相互作用半解析方法研究现状综述[J].世界地震工程,2019,35(2):96-106.
    [7]
    姜忻良,张海顺.土-结构非线性相互作用混合约束模态实施方法[J].振动与冲击,2015,34(6):52-56.
    [8]
    袁景. 考虑土-结构相互作用的钢筋混凝土框架结构地震倒塌破坏仿真分析[D].阜新:辽宁工程技术大学,2013.
    [9]
    谢文,孙利民.桩-土-斜拉桥动力相互作用体系振动反应特性试验研究[J].岩土工程学报,2019,41(7):1319-1328.
    [10]
    KONAGAI K, NOGAMI T. Analog Circuit to Simulate Dynamic Soil-Structure Interaction in Shake Table Test[J]. Soil Dynamics and Earthquake Engineering, 1998, 17(5):279-287.
    [11]
    BEHROOZI-LA M, HUANG B K, BOWEN H D. Circuit Simulation of Soil Temperature Profile[J]. Transactions of the American Society of Agricultural Engineers, 1986, 29(4):929-936.
    [12]
    KONAGAI K, NOGAMI T, SUAUKI T, et al. Real Time Control of Shaking Table for Soil-Structure Interaction Simulation[J]. Structural Engineering and Earthquake Engineering, JSCE,1999,16(1):45-54.
    [13]
    WU W H, LEE W H. Systematic Lumped-Parameter Models for Foundations Based on Polynomial-Fraction Approximation[J]. Earthquake Engineering and Structural Dynamics, 2002,31:1383-1412.
    [14]
    KONAGAI K, NOGAMI T.Simulation of Soil-Structure Interaction on a Shaking Table[J].Geotechnical Special Publication, 1997, 64:91-106.
    [15]
    Cadence Design System Inc. OrCAD PSpice A/D Reference Guide[M]. San Tose:Cadence Design Systems, Inc., 2009.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (82) PDF downloads(1) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return