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Horizontal Stiffness of Arbitrarily Shaped Embedded Foundations
Publisher: American Society of Civil Engineers
Abstract: Using a boundary element formulation, a systematic parametric study is performed on the static and dynamic horizontal stiffness of arbitrarily shaped rigid foundations embedded in a reasonably deep and homogeneous soil ...
Horizontal Damping of Arbitrarily Shaped Embedded Foundations
Publisher: American Society of Civil Engineers
Abstract: Using numerical results obtained by the boundary element method, the paper develops a simple method involving algebraic formulas and dimensionless parametric charts for estimating the lateral radiation damping coefficients ...
Seismic Response of Gravity Dams. II: Effects of Sediments
Publisher: American Society of Civil Engineers
Abstract: The finite element technique developed in the companion paper is applied to the analysis of an idealized concrete gravity dam interacting with the water, sediment, and foundation. Of interest in the study is the evaluation ...
Seismic Analysis of Gravity Dams. I: Modeling of Sediments
Publisher: American Society of Civil Engineers
Abstract: A finite element technique is developed for two‐dimensional dynamic analysis of systems composed of a gravity dam, the water contained in the reservoir, the sediment accumulating on the reservoir bottom, and the underlying ...
Installation of Torpedo Anchors: Numerical Modeling
Publisher: American Society of Civil Engineers
Abstract: Torpedo anchors are used as foundations for mooring deep-water offshore facilities, including risers and floating structures. They are cone-tipped cylindrical steel pipes ballasted with concrete and scrap metal and penetrate ...
Response of Dams to Earthquakes Including Effects of Sediments
Publisher: American Society of Civil Engineers
Abstract: Using a technique based on the boundary element method, results are obtained for two‐dimensional dam‐water‐sediments‐foundation systems subjected to ground motion. Both deep‐stratum and half‐space idealizations of the ...
Vertical Response of Arbitrarily Shaped Embedded Foundations
Publisher: American Society of Civil Engineers
Abstract: A simple method to compute the dynamic stiffnesses and damping coefficients of arbitrarily shaped rigid foundations embedded in a reasonably homogeneous and deep soil deposit and subjected to harmonic vertical excitation ...
Directional Effects of Shear Combined with Compression on Bridge Elastomeric Bearings
Publisher: American Society of Civil Engineers
Abstract: Elastomeric bearings are widely used in bridge supports to accommodate thermal and other movements. The study presented in this paper extends an earlier investigation of two-dimensional bearing performance to three dimensions. ...
Closure to “Buckle Propagation: Steady‐State Finite‐Element Analysis” by André C. Nogueira and John L. Tassoulas
Publisher: American Society of Civil Engineers
Collapse of Composite Rings Due to Delamination Buckling Under External Pressure
Publisher: American Society of Civil Engineers
Abstract: The collapse of cylindrical shells under external pressure is known to be controlled by global elastic buckling, material failure, or a combination thereof. In the case of composites, delamination is another factor affecting ...