Iterative Displacement Coefficient Method: Mathematical Formulation and Numerical Analyses
Апстракт
This paper presents mathematical formulation and numerical tests of originally developed Iterative Displacement Coefficient Method (IDCM). The IDCM method is a procedure in the field of seismic analysis of structures based on the Nonlinear Static Pushover Analysis. The target displacement level is determined by using 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 carried out by correction of obtained solution for the target displacement over a pushover curve. Implementation of the IDCM method is performed by development of the computer code Nonlin Quake TD.
Кључне речи:
target displacement / iterative displacement coefficient method / Nonlin QuakeИзвор:
Journal of the Croatian Association of Civil Engineers, 2013, 65, 3, 199-211
DOI: 10.14256/jce.767.2012
ISSN: 0350-2465
WoS: 000326486000001
Scopus: 2-s2.0-84877042783
Институција/група
Institut za ispitivanje materijalaTY - JOUR AU - Ćosić, Mladen AU - Brčić, Stanko PY - 2013 UR - http://rims.institutims.rs/handle/123456789/761 AB - This paper presents mathematical formulation and numerical tests of originally developed Iterative Displacement Coefficient Method (IDCM). The IDCM method is a procedure in the field of seismic analysis of structures based on the Nonlinear Static Pushover Analysis. The target displacement level is determined by using 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 carried out by correction of obtained solution for the target displacement over a pushover curve. Implementation of the IDCM method is performed by development of the computer code Nonlin Quake TD. T2 - Journal of the Croatian Association of Civil Engineers T1 - Iterative Displacement Coefficient Method: Mathematical Formulation and Numerical Analyses EP - 211 IS - 3 SP - 199 VL - 65 DO - 10.14256/jce.767.2012 ER -
@article{ author = "Ćosić, Mladen and Brčić, Stanko", year = "2013", abstract = "This paper presents mathematical formulation and numerical tests of originally developed Iterative Displacement Coefficient Method (IDCM). The IDCM method is a procedure in the field of seismic analysis of structures based on the Nonlinear Static Pushover Analysis. The target displacement level is determined by using 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 carried out by correction of obtained solution for the target displacement over a pushover curve. Implementation of the IDCM method is performed by development of the computer code Nonlin Quake TD.", journal = "Journal of the Croatian Association of Civil Engineers", title = "Iterative Displacement Coefficient Method: Mathematical Formulation and Numerical Analyses", pages = "211-199", number = "3", volume = "65", doi = "10.14256/jce.767.2012" }
Ćosić, M.,& Brčić, S.. (2013). Iterative Displacement Coefficient Method: Mathematical Formulation and Numerical Analyses. in Journal of the Croatian Association of Civil Engineers, 65(3), 199-211. https://doi.org/10.14256/jce.767.2012
Ćosić M, Brčić S. Iterative Displacement Coefficient Method: Mathematical Formulation and Numerical Analyses. in Journal of the Croatian Association of Civil Engineers. 2013;65(3):199-211. doi:10.14256/jce.767.2012 .
Ćosić, Mladen, Brčić, Stanko, "Iterative Displacement Coefficient Method: Mathematical Formulation and Numerical Analyses" in Journal of the Croatian Association of Civil Engineers, 65, no. 3 (2013):199-211, https://doi.org/10.14256/jce.767.2012 . .