A modal capacity method for nonlinear dynamic analysis on transputer systems
Conference
·
OSTI ID:170353
- Engineering Office Woerner and Partner, Darmstadt (Germany)
- Technical Univ. Darmstadt (Germany). Institute for Concrete Structures
A new method to calculate the response of nonlinear behaving systems is described. The two fundamentals of the modal capacity method are the principle of a modal capacity method are the principle of a modal reduction on the one hand and the capacity design method on the other hand. The nonlinear behavior of systems can be expressed by nonlinear modes in combination with a new superposition method. The procedure can be used either for the design of systems [Nor95] or to derive existing systems similar to the ultimate load method [WSK91]. Because of the modal reduction of the modal capacity method transputer systems can be used in a very efficient way.
- OSTI ID:
- 170353
- Report Number(s):
- CONF-950740-; ISBN 0-7918-1343-6; TRN: IM9605%%372
- Resource Relation:
- Conference: Joint American Society of Mechanical Engineers (ASME)/Japan Society of Mechanical Engineers (JSME) pressure vessels and piping conference, Honolulu, HI (United States), 23-27 Jul 1995; Other Information: PBD: 1995; Related Information: Is Part Of Seismic engineering 1995. PVP-Volume 312; Ma, D.C. [ed.] [Argonne National Lab., IL (United States)]; Suzuki, K. [ed.] [Tokyo Metropolitan Univ., Hachioji, Tokyo (Japan)]; Aggrawal, M.L. [ed.] [and others]; PB: 470 p.
- Country of Publication:
- United States
- Language:
- English
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