Corpus ID: 44055360

CENTRIFUGE TESTING OF COMBINED FRAME-WALL-FOUNDATION STRUCTURAL SYSTEMS

@inproceedings{Chang2006CENTRIFUGETO,
  title={CENTRIFUGE TESTING OF COMBINED FRAME-WALL-FOUNDATION STRUCTURAL SYSTEMS},
  author={B. J. Chang and P. Raychowdhury and T. Hutchinson and J. Thomas and Sivapalan Gajan and B. Kutter},
  year={2006}
}
  • B. J. Chang, P. Raychowdhury, +3 authors B. Kutter
  • Published 2006
  • Numerous existing low-ductility reinforced-concrete (R/C) buildings are commonly retrofit with an additional shear wall to withstand seismically generated lateral forces. To investigate the seismic performance of combined frame-wall systems, an idealized two-story two bay planar R/C frame with an attached shear wall was designed using conventional practice. Resting on medium-dense sand, shallow footings are used to support the structure, with strip footings beneath the shear wall and square… CONTINUE READING
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    References

    SHOWING 1-7 OF 7 REFERENCES
    Soil-Foundation-Structure Interaction (Shallow Foundations)
    • 46
    • PDF
    DYNAMIC CENTRIFUGE MODELING OF GEOTECHNICAL STRUCTURES
    • 54
    • PDF
    The behavior of inverted pendulum structures during earthquakes
    • 1,012
    • PDF
    Foundation Rocking on a Clay Soil
    • M.E. Thesis,
    • 1976
    Physical and Numerical Modeling of Cyclic Moment Rotation Behavior of Shallow Foundations, 16th International Conference on Soil Mechanics and Geotechnical Engineering
    • 2005
    Numerical Modeling of the Nonlinear Cyclic Response of Shallow Foundations, Master’s Thesis, University of California
    • 2003