Dynamic responses of frame structures solved using DQEM and EDQ based time integration method

Chang-New Chen

Research output: Contribution to journalConference articlepeer-review

2 Citations (Scopus)

Abstract

The dynamic response of frame structures is solved by using the DQEM to the spacial discretization and EDQ to the temporal discretization. In the DQEM discretization, EDQ is also used to define the discrete element model. Discrete dynamic equilibrium equations defined at interior nodes in all elements, transition conditions defined on the inter-element boundary of two adjacent elements and boundary conditions at the structural boundary form a dynamic equation system at a specified time stage. The dynamic equilibrium equation system can be solved by the direct time integration schemes of time-element by time-element method and stages by stages method which are developed by using EDQ and DQ. Numerical procedures and numerical results are presented.

Original languageEnglish
Pages (from-to)245-261
Number of pages17
JournalAmerican Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP
Volume482
DOIs
Publication statusPublished - 2004 Nov 17
Event2004 ASME/JSME Pressure Vessels and Piping Conference - San Diego, CA, United States
Duration: 2004 Jul 252004 Jul 29

All Science Journal Classification (ASJC) codes

  • Mechanical Engineering

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