Search
Now showing items 1-10 of 70
Experimental Performance Assessment of Large-Scale Polyurethane-Enhanced Damage-Resistant Bridge Columns with Energy Dissipation Links. I: Overview and Damage Assessment
Publisher: ASCE
Abstract: This paper, which is the first of two companion papers, investigates the performance of a novel bridge column design, termed polyurethane (PU)-enhanced rocking column with energy dissipation (ED) links, through a large-scale ...
A Gradient Inelastic Flexibility-Based Frame Element Formulation
Publisher: American Society of Civil Engineers
Abstract: This paper introduces a novel gradient inelastic beam theory and a corresponding flexibility-based (FB) frame element formulation to treat major weaknesses of existing FB formulations in the presence of softening section ...
Refined Gradient Inelastic Flexibility-Based Formulation for Members Subjected to Arbitrary Loading
Publisher: American Society of Civil Engineers
Abstract: This paper advances the gradient inelastic (GI) flexibility-based (FB) frame element formulation, which focused on monotonic loading conditions, to capture member responses to arbitrary (nonmonotonic) loading conditions. ...
Nonnormality Increases Variance
Publisher: American Meteorological Society
Abstract: Recently, a new theoretical and conceptual model of quasigeostrophic turbulence has been advanced in which eddy variance is regarded as being maintained by transient growth of perturbations arising from sources including ...
A Gradient Inelastic Flexibility-Based Frame Element Formulation
Publisher: American Society of Civil Engineers
Abstract: This paper introduces a novel gradient inelastic beam theory and a corresponding flexibility-based (FB) frame element formulation to treat major weaknesses of existing FB formulations in the presence of softening section ...
Capacity Spectrum Seismic Design Methodology for Bridges with Hybrid Sliding-Rocking Columns
Publisher: American Society of Civil Engineers
Abstract: Bridges with hybrid sliding-rocking (HSR) columns offer an attractive alternative for accelerated construction in seismic regions. HSR columns include internal unbonded post-tensioning, end rocking joints, and intermediate ...
Seismic Response of Squat Rigid Bodies on Inclined Planes with Rigid Boundaries
Publisher: American Society of Civil Engineers
Abstract: A planar rigid-body dynamics formulation describing the seismic behavior of a squat rectangular rigid body initially resting on an inclined rigid plane is presented. The downslope motion of the body is limited by a rigid ...
Machine Learning-Based Digital Twins Reduce Seasonal Remapping in Aeroderivative Gas Turbines
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Aeroderivative gas turbines have their combustion set points adjusted periodically in a process known as remapping. Even turbines that perform well after remapping may produce unacceptable behavior when external conditions ...
Enhanced Rayleigh Damping Model for Dynamic Analysis of Inelastic Structures
Publisher: ASCE
Abstract: This paper presents an Enhanced Rayleigh damping model for dynamic analysis of inelastic structures. The conventional Rayleigh damping model has been extensively used to represent inherent energy dissipation sources in ...
Experimental Performance Assessment of Large-Scale Polyurethane-Enhanced Damage-Resistant Bridge Columns with Energy Dissipation Links. II: Quantitative Results
Publisher: ASCE
Abstract: This paper, which is the second of two companion papers, presents the results of a large-scale testing program on a novel bridge column design, termed polyurethane (PU)-enhanced rocking column with energy dissipation (ED) ...
CSV
RIS