Search
Now showing items 1-10 of 225
The Development of Natural Modes of Free Vibration for Linear Discrete Systems from the Synchronous Motion Assumption
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: By using the method of separation of variables, or more precisely, the method of searching for synchronous motions, conditions are derived under which a linear discrete viscously damped system ...
Torsional Vibrations of a Nonprismatic Hollow Shaft
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Propagation of torsional waves in elastic homogeneous non-prismatic hollow shafts is investigated. Three different types of end conditions are considered: both ends fixed, both ends free, and one ...
Discussion: “An Investigation of an Impact Vibration Absorber” (Egle, D. M., 1967, ASME J. Eng. Ind., 89, pp. 653–657)
Publisher: The American Society of Mechanical Engineers (ASME)
Theory of the Dynamic Vibration Neutralizer With Motion-Limiting Stops
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The exact solution for the steady-state motion of a dynamic vibration neutralizer with motion-limiting stops attached to a sinusoidally excited primary system is derived analytically, and its ...
Motion and Stability of Two-Particle, Single-Container Impact Dampers
Publisher: The American Society of Mechanical Engineers (ASME)
Stability Boundaries of the Impact Damper
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion: “An Investigation of Methods to Improve the Wear Resistance of Gas-Bearing Ceramic Materials” (Rowe, Jr., H. H., 1968, ASME J. Lubr. Technol., 90, pp. 829–838)
Publisher: The American Society of Mechanical Engineers (ASME)
Anisotropic Strength Evaluation of Clay Reinforced with Grout Piles
Publisher: American Society of Civil Engineers
Abstract: Grout piles are often used to reinforce the base soil against base heave when carrying out deep excavations in soft clay. However, there is still a lack of an adequate criterion to describe the shear strength of clay ...
The Timoshenko Beam on an Elastic Foundation and Subject to a Moving Step Load, Part 2: Transient Response
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The transient response of a simply supported semi-infinite Timoshenko beam on an elastic foundation to a moving step load is determined. The response is found from summing the solutions to two ...
The Timoshenko Beam on an Elastic Foundation and Subject to a Moving Step Load, Part 1: Steady-State Response
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The response of a simply supported semi-infinite Timoshenko beam on an elastic foundation to a moving step load is determined. The response is found from summing the solutions to two mutually ...
CSV
RIS