Effect of Soil Condition on the Energy Distribution of Mid-Rise RC Buildings

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dc.contributor.authorDindar, A. A.
dc.contributor.authorBozer, A.
dc.contributor.authorOzkaynak, H.
dc.contributor.authorMuderrisoglu, Z.
dc.contributor.authorGullu, A.
dc.date.accessioned2026-01-31T15:08:10Z
dc.date.available2026-01-31T15:08:10Z
dc.date.issued2025
dc.departmentİstanbul Beykent Üniversitesi
dc.description3rd International Workshop on Energy Based Seismic Engineering-IWEBSE -- JUL 21-24, 2025 -- Istanbul, TURKIYE
dc.description.abstractIt is well known that the energy imparted into the structure is resisted by the inelastic deformation of the structural members if they are well-detailed according to ductility conditions which are stipulated in modern seismic codes. The fundamental approach for forced-based seismic design of building-type structures relies on the strength of the member required to resist demand forces. In the content of the forced-based design process, demand and capacity could easily be derived from linear elastic analysis. However, the location and propagation of the damage to the structural members could not be monitored explicitly. Moreover, earthquakes impart a considerable amount of input seismic energy into the structure and thus, it is much more realistic to consider energy as a substantial design criterion. This study aims to compare and quantify the energy dissipation characteristics of a set of 5-story reinforced concrete (RC) 3D frame-type buildings designed per the Turkish Building Earthquake Code (TBEC-2018). The buildings were designed according to five different soil conditions defined in the code. The locations are selected in high-seismic regions of Turkiye. The buildings were then chosen from the group of 250 models studied, eliminating 92 of them due to excessive lateral drift, axial load on columns, or joint-shear safety cases. According to TBEC (2018), seismic load reduction (R) and overstrength factors (D) were selected as 8 and 3, respectively. Therefore, ductile structural design principles could be ensured at the selected seismic design performance level, which enable plastic deformations to occur at the ends of the structural beam members. The energy dissipation characteristics are evaluated as ratio of energy dissipation among the stories and member types in all structural models by means of conducting lateral nonlinear static analysis.
dc.description.sponsorshipScientific and Technological Research Council of Turkiye [121M713]
dc.description.sponsorshipThis research was financially supported by The Scientific and Technological Research Council of Turkiye with a project number, 121M713.
dc.identifier.doi10.1007/978-3-031-97129-7_21
dc.identifier.endpage273
dc.identifier.isbn9783031971310
dc.identifier.isbn9783031971297
dc.identifier.isbn9783031971280
dc.identifier.issn2366-2557
dc.identifier.issn2366-2565
dc.identifier.scopus2-s2.0-105010152886
dc.identifier.scopusqualityQ4
dc.identifier.startpage266
dc.identifier.urihttps://doi.org./10.1007/978-3-031-97129-7_21
dc.identifier.urihttps://hdl.handle.net/20.500.12662/10607
dc.identifier.volume692
dc.identifier.wosWOS:001559280000021
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer International Publishing Ag
dc.relation.ispartofEnergy-Based Seismic Engineering, Iwebse 2025
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260128
dc.subject3D RC frame
dc.subjectTurkish Building Earthquake Code
dc.subjectETABS API
dc.subjectPython
dc.subjectenergy dissipation
dc.titleEffect of Soil Condition on the Energy Distribution of Mid-Rise RC Buildings
dc.typeConference Object

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