Archive

UDK: 624.072.33:624.042.001.7
DOI: n/a

Published: Građevinar 59 (2007) 8
Paper type: Preliminary report
Download article (Croatian): PDF
Download article (English): n/a
View count: 1184

Approximation procedure for determining oscillation period of frame structures

Zlatko Maglajlić, Goran Simonović

Abstract

Some approximate methods for determining the forms and periods of oscillation for frame structures are presented in the paper. An approximation method, based on approximate relative stiffnesses of the storeys and the ground floor, is analyzed and proposed. The results obtained by the proposed approximate procedure do not greatly deviate from those obtained by more accurate calculations. It is therefore emphasized that the method can be used both in practice and for checking computer-based analysis of complex systems.

Keywords
wall stiffness, calculation check, oscillation form, frame structure, approximation procedure, oscillation period

HOW TO CITE THIS ARTICLE:

Maglajlić, Z., Simonović, G.: Approximation procedure for determining oscillation period of frame structures, GRAĐEVINAR, 59 (2007) 8

OR:

Maglajlić, Z., Simonović, G. (2007). Approximation procedure for determining oscillation period of frame structures, GRAĐEVINAR, 59 (8)
Authors:

Zlatko Maglajlić
University of Sarajevo
Faculty of Civil Engineering

Goran Simonović
University of Sarajevo
Faculty of Civil Engineering