Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Minimum‐weight design of high‐rise structures subjected to flexural vibration at a desired natural frequency
In this paper, a parametric approach for design of high‐rise structures subjected to flexural vibration is proposed. The optimization problem is formed based on a preselected value for the fundamental natural frequency, and it is formulated for minimum structural weight. In a two‐step approach, first, an alternative formulation aimed at maximizing structural stiffness that in turn maximizes structure's fundamental frequency is introduced. Then, optimized results are used in obtaining a closed‐form solution of the actual problem. Because the resulting equations are rather complicated, approximate forms are developed in order to simplify the design process. In all relations, contributions from shear forces to lateral displacement are assumed to be negligible; hence, bending resistance is the only design variable, and its optimal value is computable using simple relations. Two numerical examples are presented in order to illustrate the efficiency of this method in practice.
Minimum‐weight design of high‐rise structures subjected to flexural vibration at a desired natural frequency
In this paper, a parametric approach for design of high‐rise structures subjected to flexural vibration is proposed. The optimization problem is formed based on a preselected value for the fundamental natural frequency, and it is formulated for minimum structural weight. In a two‐step approach, first, an alternative formulation aimed at maximizing structural stiffness that in turn maximizes structure's fundamental frequency is introduced. Then, optimized results are used in obtaining a closed‐form solution of the actual problem. Because the resulting equations are rather complicated, approximate forms are developed in order to simplify the design process. In all relations, contributions from shear forces to lateral displacement are assumed to be negligible; hence, bending resistance is the only design variable, and its optimal value is computable using simple relations. Two numerical examples are presented in order to illustrate the efficiency of this method in practice.
Minimum‐weight design of high‐rise structures subjected to flexural vibration at a desired natural frequency
Alavi, Arsalan (Autor:in) / Rahgozar, Peyman (Autor:in) / Rahgozar, Reza (Autor:in)
25.10.2018
11 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Minimum weight design of a high authority flexural actuator based on electro-elastomers
| British Library Online Contents | 2004
Minimum flexural ductility design of high-strength concrete beams
| Online Contents | 2004
Preventing vibration in high-rise structures
| Tema Archiv | 1991
Genetic-algorithm-based minimum weight design of an outrigger system for high-rise buildings
| Online Contents | 2016