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Open Journal Systems Universidad Nacional de Colombia

Open Journal Systems

A comparative study of two models for the seismic analysis of buildings

Arnulfo Luévanos Rojas

Abstract


This paper presents a model for the seismic analysis of buildings, taking two lumped masses at each level in a structure’s free nodes and comparing them to the traditional model which considers lumped masses per level, i.e., a mass for each floor of the entire building. This  is usually done in the seismic analysis of buildings; not all values are conservative in the latter, as can be seen in the table of results. Both models took shear deformations into account. Therefore, the usual practice of considering a lumped mass per each level would not be a recommended solution; using two lumped masses per level is thus proposed and is also more related to real conditions.

Keywords


modal analysis; spectral analysis; eigenvalues and eigenvectors; modal participation factor; spectral acceleration; maximum normal coordinate vector

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ISSN: 0120-5609 (print)
ISSN: 2248-8723 (online)

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Universidad Nacional de Colombia
Carrera 45 No 26-85 - Edificio Uriel Gutiérrez
Bogotá D.C. - Colombia