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RISEfficient 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 ...
Finite Element Response Sensitivity Analysis of Steel-Concrete Composite Beams with Deformable Shear Connection
Publisher: American Society of Civil Engineers
Abstract: The behavior of steel-concrete composite beams is strongly influenced by the type of shear connection between the steel beam and the concrete slab. For accurate analytical predictions, the structural model must account for ...
Probabilistic Push-Over Analysis of Structural and Soil-Structure Systems
Publisher: American Society of Civil Engineers
Abstract: In this paper, the mean-centered first-order second-moment (FOSM) method is employed to perform probabilistic push-over analysis (POA) of structural and/or soil-structure systems. Approximations of first and second statistical ...
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 ...