Response modification factor of elevated water tanks with reinforced concrete pedestal. Issue 8 (2nd August 2016)

• Record Type: Journal Article
• Authors: Ghateh, Razmyar; Kianoush, Reza; Pogorzelski, Wes
• Is Part Of: Structure and infrastructure engineering. Volume 12:Issue 8(2016)
• Page Start: 936
• Page End: 948
• Publication Date: 2016-08-02
• Subjects: Elevated water tanks -- reinforced concrete pedestal -- FEMA P695 -- response modification factor -- nonlinear dynamic analysis -- incremental dynamic analysis -- collapse margin ratio; Structural analysis (Engineering) -- Periodicals; Structural engineering -- Periodicals; Buildings -- Performance -- Periodicals; 620.005
• DOI: 10.1080/15732479.2015.1071855
• Languages: English
• ISSNs: 1573-2479

Abstract

Abstract : A probabilistic method based on FEMA P695 is employed for validating the response modification factor of reinforced concrete pedestals in elevated water tanks. In the current codes and standards, the response modification factor of elevated water tanks is mainly based on engineering judgement. Ten models of elevated water tanks with different tank sizes and pedestal heights are selected for the investigation. Initially, the prototypes are designed based on the current codes and standards. Next, the finite element models of the prototypes are developed. By performing incremental dynamic analysis, the probability of collapse for each prototype is calculated under different seismic loading conditions and system uncertainties. The results of the study validate and confirm the current response modification factor values and show that the tank size has a significant effect on the nonlinear seismic response behaviour of elevated water tanks. In addition, it is revealed that heavy tank sizes that are designed in accordance with codes and guidelines are more vulnerable under seismic loading compared with light and medium tank sizes.