Topology design of structures subjected to periodic loading

By C. Jog. 2002

202 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Computational Theory and Mathematics, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/396bb7e8c5023862d1f08f5500f1e5765b528dfe

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In Civil and Structural Engineering

In Computational Theory and Mathematics

In Mechanics of Materials

Citations in the corpus

Optimum design of band-gap beam structures (2012, background): “The problem of minimization of forced vibration response of structures subjected to external time-harmonic loading has been studied by, e.g. Ma et al. (1995), Jog (2002), Sigmund and Jensen (2003), Olhoff and Du (2006), Jensen, (2007b) and Larsen et al. (2009).”
A survey of structural and multidisciplinary continuum topology optimization: post 2000 (2014, background): “Minimum compliance and stiffness design problems have also been addressed for dynamic and transient loads by density-based topology optimization beginning with the introduction of “dynamic compliance” by Jog (2002).”
Minimization of sound radiation from vibrating bi-material structures using topology optimization (2007, background): “It ought to be mentioned at this point that it is customary to define the dynamic compliance differently, namely, as the average input power from the external time-harmonic loading over a load cycle if the structure possesses material damping and is subjected to forced vibration in a light acoustic ”
Dynamic Response Topology Optimization in the Time Domain Using Equivalent Static Loads (2012, background): “The research of dynamic topology optimization has been studied in the frequency domain [24–28] and the time domain [29–33].”
On the reformulation of topology optimization problems as linear or convex quadratic mixed 0–1 programs (2007, background): “( Jog 2002 ). An example could be to minimize the vibrations in a structure such as an airplane at the frequency of an attached engine.”
Level Set Based Structural Topology Optimization for Minimizing Frequency Response (2011, background): “Previously, the dynamic compliance is often considered as the objective function [12–14].”