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} }
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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