Affiliation:
1. Clarkson College of Technology, Potsdam, N. Y.
2. Case Western Reserve University, Cleveland, Ohio
Abstract
A technique is presented, using mathematical programming methods, of determining the optimum values of the masses, spring and damping coefficients of a linear multi-degree-of-freedom shock isolation system. The problem posed is the one dimensional isolation of a mass from a shock of finite duration imposed by a supporting base. The work deals with the minimization of the maximum acceleration of the isolated mass subject to a constraint on the relative displcement between the mass and the base. In addition to the optimization of the M, C, and K coefficients, the problem of determing the optimum number of elements in the system (i.e., its topology) is also investigated. Discussion concerning this topic includes the question of uniqueness and absolute optimality of the solution.
Cited by
17 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. The New Algorithm of Equivalent Transformation from Dynamic Loads Based on Energy;Proceedings of the 2019 International Conference on Robotics, Intelligent Control and Artificial Intelligence - RICAI 2019;2019
2. System-Based Approaches for Structural Optimization of Flexible Mechanisms;Archives of Computational Methods in Engineering;2017-03-07
3. Optimization of dynamic response using a monolithic-time formulation;Structural and Multidisciplinary Optimization;2008-10-14
4. A review of optimization of structures subjected to transient loads;Structural and Multidisciplinary Optimization;2006-01-09
5. An Overview of Optimization of Structures Subjected to Transient Loads;Transactions of the Korean Society of Mechanical Engineers A;2005-03-01