Iterative displacement coefficient method: mathematical formulation and numerical analyses

Iterative displacement coefficient method: mathematical formulation and numerical analyses

The mathematical formulation and numerical tests of the originally developed Iterative Displacement Coefficient Method (IDCM) are presented in the paper. The IDCM method is a procedure in the field of seismic analysis of structures that is based on the Nonlinear Static Pushover Analysis. The target...

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Main Authors: Mladen Ćosić, Stanko Brčić
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2013-04-01
Series:Građevinar
Online Access:https://doi.org/10.14256/JCE.767.2012
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spelling doaj-fbcd47aa62db46408a875070c7371e4e2020-11-24T22:24:00ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952013-04-016503.19921110.14256/JCE.767.2012100085Iterative displacement coefficient method: mathematical formulation and numerical analysesMladen Ćosić0Stanko Brčić1Sveučilište u Beogradu, Građevinski fakultetSveučilište u Beogradu, Građevinski fakultetThe mathematical formulation and numerical tests of the originally developed Iterative Displacement Coefficient Method (IDCM) are presented in the paper. The IDCM method is a procedure in the field of seismic analysis of structures that is based on the Nonlinear Static Pushover Analysis. The target displacement level is determined by means of a double iterative procedure developed in the IDCM. The first iterative procedure is carried out simultaneously by forces and displacements, while the second iterative procedure is conducted by correction of the solution obtained for the level of target displacement along a pushover curve. The IDCM method is incorporated in the computer code Nonlin Quake TD.https://doi.org/10.14256/JCE.767.2012
collection DOAJ
language English
format Article
sources DOAJ
author Mladen Ćosić
Stanko Brčić
spellingShingle Mladen Ćosić
Stanko Brčić
Iterative displacement coefficient method: mathematical formulation and numerical analyses
Građevinar
author_facet Mladen Ćosić
Stanko Brčić
author_sort Mladen Ćosić
title Iterative displacement coefficient method: mathematical formulation and numerical analyses
title_short Iterative displacement coefficient method: mathematical formulation and numerical analyses
title_full Iterative displacement coefficient method: mathematical formulation and numerical analyses
title_fullStr Iterative displacement coefficient method: mathematical formulation and numerical analyses
title_full_unstemmed Iterative displacement coefficient method: mathematical formulation and numerical analyses
title_sort iterative displacement coefficient method: mathematical formulation and numerical analyses
publisher Croatian Association of Civil Engineers
series Građevinar
issn 0350-2465
1333-9095
publishDate 2013-04-01
description The mathematical formulation and numerical tests of the originally developed Iterative Displacement Coefficient Method (IDCM) are presented in the paper. The IDCM method is a procedure in the field of seismic analysis of structures that is based on the Nonlinear Static Pushover Analysis. The target displacement level is determined by means of a double iterative procedure developed in the IDCM. The first iterative procedure is carried out simultaneously by forces and displacements, while the second iterative procedure is conducted by correction of the solution obtained for the level of target displacement along a pushover curve. The IDCM method is incorporated in the computer code Nonlin Quake TD.
url https://doi.org/10.14256/JCE.767.2012
work_keys_str_mv AT mladencosic iterativedisplacementcoefficientmethodmathematicalformulationandnumericalanalyses
AT stankobrcic iterativedisplacementcoefficientmethodmathematicalformulationandnumericalanalyses
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