Performance Based Design Of Masonry
Infilled Reinforced Concrete Frames For
Near-field Earthquakes
Author(s)
A. Madan, D. Das & A. Hashmi
Abstract
Performance Based Design (PBD) is an iterative exercise in which a preliminary
trial design of the building structure is selected and if the selected trial design of
the building structure does not conform to the desired performance objective, the
trial design is revised. In this context, development of a fundamental approach
for performance based seismic design of masonry infilled frames with minimum
number of trials is an important objective. The paper presents a plastic design
procedure based on the energy balance concept for PBD design of multi-story
multi-bay masonry infilled reinforced concrete (R/C) frames subjected to nearfield
earthquakes. The proposed energy based plastic design procedure was
implemented for trial performance based seismic design of representative
masonry infilled reinforced concrete frames with various practically relevant
distributions of masonry infill panels over the frame elevation. Non-linear
dynamic analyses of the trial PBD of masonry infilled R/C frames was
performed under the action of near-field earthquake ground motions. The results
of non-linear dynamic analyses demonstrate that the proposed energy method is
effective for performance based design of masonry infilled R/C frames under
near-field as well as far-field earthquakes.
Keywords: masonry infilled frame, energy methods, near-fault ground motions,
pushover analysis, nonlinear dynamic analysis, seismic demand.
Keywords
masonry infilled frame, energy methods, near-fault ground motions,
pushover analysis, nonlinear dynamic analysis, seismic demand.
Related Book
Other papers in this volume
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