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Design Parameters Governing Performance of Low Rise Reinforced Concrete Frame Structures Subjected to External Blast Loading
Low rise reinforced concrete (RC) moment frame buildings are designed for dead, live, non coastal wind loads and moderate seismic zones according to 2006 IBC and ACI 318-05 provisions. Pressure-Impulse curves for typical columns in these buildings are generated using a modified TM 5-1300 procedure that uses a fiber hinge model. The curves are used to map damage from scenario blast pressures applied to building faces. Geometric and design parameters influencing redistribution of forces under external blast scenarios are investigated using nonlinear static finite element models.
Design Parameters Governing Performance of Low Rise Reinforced Concrete Frame Structures Subjected to External Blast Loading
Low rise reinforced concrete (RC) moment frame buildings are designed for dead, live, non coastal wind loads and moderate seismic zones according to 2006 IBC and ACI 318-05 provisions. Pressure-Impulse curves for typical columns in these buildings are generated using a modified TM 5-1300 procedure that uses a fiber hinge model. The curves are used to map damage from scenario blast pressures applied to building faces. Geometric and design parameters influencing redistribution of forces under external blast scenarios are investigated using nonlinear static finite element models.
Design Parameters Governing Performance of Low Rise Reinforced Concrete Frame Structures Subjected to External Blast Loading
Tadepalli, T. (author) / Mullen, C. (author)
Structures Congress 2008 ; 2008 ; Vancouver, British Columbia, Canada
Structures Congress 2008 ; 1-7
2008-10-14
Conference paper
Electronic Resource
English
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