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RISA Review of Surge-Tank Stability Criteria
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion: “Status of Fluid Transients in Western Europe and the United Kingdom. Report on Laboratory Visits by Freeman Scholar” (Martin, C. S., 1973, ASME J. Fluids Eng., 95, pp. 301–311)
Publisher: The American Society of Mechanical Engineers (ASME)
The Theory of Resonance in Hydropower Systems. Discussion of Incidents and Accidents Occurring in Pressure Systems
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The opinion has been expressed that—in the past thirty years—the most severe and spectacular accidents have been caused by resonance in power conduits. If this appraisal is true, then there ...
Analytical Solutions of Contact Impact Problems
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: In this article, analytical solutions of the normal and tangential impact of half-spaces at low velocities are formulated. After a brief introduction, a classification of contact problems is ...
Discussion: “The Vibration of Unsymmetrical Rotating Shafts” (Ariaratnam, S. T., 1965, ASME J. Appl. Mech., 32, pp. 157–162)
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion of “<i>Stresses Induced by Surficial and Deep Loading in Elastic Medium</i>” by Olivier Rossa and Gabriel Auvinet (August, 1992, Vol. 118, No. 8)
Publisher: American Society of Civil Engineers
Discussion of “<i>Live‐Load Moments for Continuous Skew Bridges</i>” by Mohammad A. Khaleel and Rafik Y. Itani (September, 1990, Vol. 116, No. 9)
Publisher: American Society of Civil Engineers
Discussion of “<i>Analysis of Cantilever Decks of Thin‐Walled Box Girder Bridges</i>” by Shih Toh Chang and Jiang Zhi Gang (September, 1990, Vol. 116, No. 9)
Publisher: American Society of Civil Engineers
Number of Tests Versus Design Pile Capacity
Publisher: American Society of Civil Engineers
Abstract: According to current practice, the average tested capacity of single piles is multiplied by a predefined traction in order to obtain the design capacity of a single pile. This fraction remains constant regardless of the ...
Bearing Restraint in Slab‐on‐Girder Bridges
Publisher: American Society of Civil Engineers
Abstract: It is well established, as a result of many field tests, that slab‐ongirder bridges are usually stiffer in flexure than is predicted by normal deflection analysis. An example is given in the paper to support this contention. ...