Dynamic response of framed structures | Zendy

Dyrbye Claës | Zendy

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Dynamic response of framed structures

Author(s) -

Dyrbye Claës

Publication year - 1986

Publication title -

earthquake engineering and structural dynamics

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 2.218

H-Index - 127

eISSN - 1096-9845

pISSN - 0098-8847

DOI - 10.1002/eqe.4290140313

Subject(s) - acceleration , newmark beta method , structural engineering , numerical integration , vibration , constant (computer programming) , harmonic , plane (geometry) , interval (graph theory) , dynamic problem , mathematics , engineering , mathematical analysis , computer science , classical mechanics , physics , geometry , finite element method , acoustics , mathematical optimization , combinatorics , programming language

A method for analysing plane frames subjected to dynamic forces or to ground motion is presented and illustrated by a numerical example. Numerical integration uses the approximation of constant acceleration in each time interval, as in Newmark's β‐method with β = 1/4. In space, calculations are carried out storey by storey, as in Holzer's or Myklestad's methods in the case of harmonic vibrations.

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