In:
Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi, SDU Journal of Natural and Applied Sciences, Vol. 23, No. 2 ( 2019-08-25), p. 329-337
Kurzfassung:
Within
the scope of this study, an approach has been proposed to practically determine seismic safety of existing school buildings. For this purpose, three types of
model building formwork plans with 4, 6 and 8 classrooms were selected. Shear wall- frame systems have been created by placing 4 reinforced concrete shear
walls symmetrically on both sides of each of the 3 selected formwork plans. Each of the 3 types of selected formwork plans were modelled as 2, 3, 4 and 5
stories. Thereby, a total of 12 types of school buildings were created. The smallest reinforced concrete shear wall dimensions, provided the predicted
performance level, are obtained by increasing by 5 cm the reinforced concrete shear walls in both directions. This process was carried out until each of the
selected 12 model buildings provided the minimum target performance levels, is specified in Turkish Earthquake Code (TEC) [1], based on the probability of exceeding occurrence. The limit values of proposed
practical approach are obtained by using model building analyses. In order to determine the consistency of the limit values in this proposed
approach, 70 project data of framed and shear wall- framed systems school buildings where in Isparta region are obtained. The results obtained
with the proposed approach were compared with the results of the detailed solutions in accordance with the TEC [1] guidelines.
Materialart:
Online-Ressource
ISSN:
1308-6529
DOI:
10.19113/sdufenbed.444017
Sprache:
Unbekannt
Verlag:
SDU Journal of Natural and Applied Sciences
Publikationsdatum:
2019
