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RISDiscussion of “<i>Rocking Vibrations of Footings</i>” by H. R. Sreekantiah (July, 1982)
Publisher: American Society of Civil Engineers
Discussion of “<i>Evaluation of In Situ Effective Shear Modulus from Dispersion Measurements</i>” by Christos Vrettos and Bernd Prange (October, 1990, Vol. 116, No. 10)
Publisher: American Society of Civil Engineers
Formulas and Charts for Impedances of Surface and Embedded Foundations
Publisher: American Society of Civil Engineers
Abstract: A complete set of algebraic formulas and dimensionless charts is presented for readily computing the dynamic stiffnesses (
Discussion of “<i>Seismic Analysis of Concrete Face Rockfill Dams</i>” by Gilles Bureau, Richard L. Volpe, Wolfgang H. Roth, and Takekazu Udaka (pp. 479–508)
Publisher: American Society of Civil Engineers
Simplified Approach for Pile and Foundation Interaction Analysis
Publisher: American Society of Civil Engineers
Discussion of “<i>Rigid‐Plastic Analysis of Floating Plates</i>” by Shankaranarayana U. Bhat and Paul C. Xirouchakis (June, 1985)
Publisher: American Society of Civil Engineers
Horizontal Response of Piles in Layered Soils
Publisher: American Society of Civil Engineers
Abstract: An inexpensive and realistic procedure is developed for estimating the lateral dynamic stiffness and damping of flexible piles embedded in arbitrarily layered soil deposits. Starting point is the determination of the pile ...
Dynamic Response of Arbitrarily Shaped Foundations
Publisher: American Society of Civil Engineers
Abstract: The paper presents a method to compute the effective dynamic stiffnesses
Vibration Characteristics of Dams in Narrow Canyons
Publisher: American Society of Civil Engineers
Abstract: Results from simplified analytical and numerical models on vibrational characteristics of earth dams in narrow canyons are presented. The effect of the canyon length over height ratio on the fundamental period of the dam ...
Torsional Stiffness of Arbitrarily Shaped Embedded Foundations
Publisher: American Society of Civil Engineers
Abstract: A theoretical investigation of the static and dynamic torsional stiffness of arbitrarily shaped rigid foundations embedded in a homogeneous half‐space, using a quadratic‐element‐based boundary element algorithm, is presented. ...