Seismic Upgrade Of A Reinforced Concrete Building
Author(s)
0. Bayrak, B. Binici
Abstract
Seismic upgrade
of a reinforced concrete building
O. Bayrak*, B. Binici^
^Assistant Professor, Department of Civil Engineering,
University of Texas at Austin, USA
Graduate Student, Department of Civil Engineering,
University of Texas at Austin, USA
Abstract
This paper discusses results from an analytical investigation conducted to study
the ductility demands imposed on reinforced concrete beams and columns of
three-bay six-story reinforced concrete frames subjected to earthquake type
loads. The ultimate goal of this study is to investigate and compare the behavior
of Frame-NS, the ordinary moment resisting frame, and Frame-S, the special
moment resisting frame designed to comply with the seismic design
requirements of ACI 318-99[1], UBC-97[2], CAN A23.3-94[3] and NBC-95[4].
Determination of the critical locations in these frames and devising upgrade
schemes that are consistent with the ductility demands on these locations
constituted significant milestones in the seismic ret
Keywords
Related Book
Other papers in this volume
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