eprintid: 1306
rev_number: 7
eprint_status: archive
userid: 7
dir: disk0/00/00/13/06
datestamp: 2025-01-09 21:26:20
lastmod: 2025-01-09 21:26:20
status_changed: 2025-01-09 21:26:20
type: article
metadata_visibility: show
creators_name: Sahin, Furkan
creators_name: Turan, Furkan Cihan
title: Comparison of 5 and 10 Storey Frame Buildings and 5 and 10 Storey Shear Wall-Frame Buildings Under the Effect of Maras Earthquake According to the Turkish Building Earthquake Code 2018
ispublished: pub
subjects: TA
divisions: j6
full_text_status: public
keywords: Turkish Building Earthquake Code 2018, Kahramanmaras earthquake, storey displacements, relative storey drifts.
abstract: In this study, the differences in the displacements, base shear forces, relative storey drifts and foundation stresses under different earthquake data on different storeys of shear wall frame systems and framed systems are investigated by using SAP2000 program. Within the scope of the study, four buildings with 5-storey frame, 5-storey shear wall frame, 10-storey frame and 10 storey shear wall frame are modelled. All four buildings were designed to be identical with 4 spans in X and Y directions and each span was designed as 5 meters. The height of each floor is designed as 3 meters for all four buildings. In sheared structures, shear walls are designed to be 4 meters from the corner columns to the columns closest to them. The earthquake data to be influenced on all four structures are the earthquake data from the Earthquake Hazard Map of Turkey published by AFAD at the coordinates of 41° latitude, 27° longitude of Kırklareli province, Luleburgaz district. Another earthquake parameter was taken from station 4615 during the earthquake in Kahramanmaras. The data recorded by station 4615 for the 7.6 Mw earthquake in Kahramanmaras was applied to all four structures. These two earthquake data were imposed on these four structures in order to compare the resulting displacements, relative storey drifts, base shear forces and foundation stresses. Since the structures are all symmetrical in both X and Y directions, only one direction of the displacements was calculated. As a result, when both the earthquake data from the Earthquake Hazard Map and the Kahramanmaras earthquake data were applied to these four structures, it was observed that the maximum values of the displacements occurred at the top floors of all structures and the effect of the Kahramanmaras earthquake data was higher in the displacements, relative storey drifts, base shear forces and foundation stresses than the effect of the other earthquake data.
date: 2024-09-15
publication: Journal of Civil Engineering and Urbanism
volume: 14
number: 1
publisher: Scienceline Publication
pagerange: 76-88
id_number: 10.54203/jceu.2024.6
refereed: TRUE
issn: 2252-0430
official_url: http://dx.doi.org/10.54203/jceu.2024.6
j_index: notindex
citation:    (2024)     Comparison of 5 and 10 Storey Frame Buildings and 5 and 10 Storey Shear Wall-Frame Buildings Under the Effect of Maras Earthquake According to the Turkish Building Earthquake Code 2018.   Journal of Civil Engineering and Urbanism.  pp. 76-88.  ISSN 2252-0430   
document_url: http://eprints.science-line.com/id/eprint/1306/1/JCEU14%282%2976-88%2C2024.pdf