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RISNonlinear Behavior of Composite Columns under Varying Load Histories
Publisher: American Society of Civil Engineers
Abstract: Slender composite concrete-steel and reinforced concrete (RC) columns may be subject to instability and their failure is strongly related to their previous load histories. Viscosity, plasticity, and cracking, in fact, ...
Discussion of “Prestress Force Effect on Vibration Frequency of Concrete Bridges” by M. Saiidi, B. Douglas, and S. Feng
Publisher: American Society of Civil Engineers
Efficient Approach for the Reliability-Based Design of Linear Damping Devices for Seismic Protection of Buildings
Publisher: American Society of Civil Engineers
Abstract: This paper presents an efficient reliability-based methodology for the seismic design of viscous/viscoelastic dissipative devices in independent and/or coupled buildings. The proposed methodology is consistent with modern ...
Efficient Approach for the Reliability-Based Design of Linear Damping Devices for Seismic Protection of Buildings
Publisher: American Society of Civil Engineers
Abstract: This paper presents an efficient reliability-based methodology for the seismic design of viscous/viscoelastic dissipative devices in independent and/or coupled buildings. The proposed methodology is consistent with modern ...
Influence of Model Parameter Uncertainty on Seismic Transverse Response and Vulnerability of Steel–Concrete Composite Bridges with Dual Load Path
Publisher: American Society of Civil Engineers
Abstract: This paper uses a fully probabilistic approach to investigate the seismic response of multispan continuous bridges with dissipative piers and a steel–concrete composite (SCC) deck, the motion of which is transversally ...