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RISDiscussion: “Effect of an Oscillating Free Stream on the Unsteady Pressure on a Circular Cylinder” (Hatfield, H. M., and Morkovin, M. V., 1973, ASME J. Fluids Eng., 95, pp. 249–252)
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion: “Modeling of Flow-Induced Vibrations In Heat Exchangers and Nuclear Reactors” (Beaver, G. S., and Plunkett, R., 1974, ASME J. Fluids Eng., 96, pp. 358–364)
Publisher: The American Society of Mechanical Engineers (ASME)
Transmitting Boundaries and Seismic Response
Publisher: American Society of Civil Engineers
Abstract: A parametric study of the seismic response of a chosen site was conducted to demonstrate the obvious inconsistencies in computed ground response as a result of different assumptions made on the transmitting boundary for ...
Discussion: “Flow Patterns of a Circular Vortex Ring With Density Difference Under Gravity” (Chen, C.-J., and Chang, L.-M., 1972, ASME J. Appl. Mech., 39, pp. 869–872)
Publisher: The American Society of Mechanical Engineers (ASME)
Closure to “<i>Small End Restraint Effects on Strength of H‐Columns</i>” by Hironori Sugimoto and Wai F. Chen (March, 1982)
Publisher: American Society of Civil Engineers
Design of Vertical Chords in Deepwater Platform
Publisher: American Society of Civil Engineers
Abstract: The effect of external hydrostatic pressure on the strength and behavior of fabricated steel tubular members is studied. The axial force is considered to be produced only by the applied external force but not by the pressure ...
Post‐Buckling Behavior of Tubular Beam‐Columns
Publisher: American Society of Civil Engineers
Abstract: Behavior of fabricated tubular steel beam‐columns as commonly used in offshore structures is studied for the entire range of monotonic loading up to ultimate load including the post‐buckling branch of unloading, using ...
A Technique for Designing Dyadic Controllers
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A new technique for designing dyadic controllers is established. By the use of the recently established matrix partial fraction expansion formula, the dyadic transformation matrices are naturally ...
Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond Behavior
Publisher: American Society of Civil Engineers
Abstract: The technique of externally bonding fiber-reinforced polymer (FRP) composites has become very popular worldwide for retrofitting existing reinforced concrete (RC) structures. Debonding of FRP from the concrete substrate ...
Nonlinear Analysis of Steel Moment Connections
Publisher: American Society of Civil Engineers
Abstract: The nonlinear finite element technique is used to analyze beam‐to‐column moment connections. In case of flange moment connections, a full scale assembly of the connection has been considered for predicting the load‐deflection ...