DSpace Repository

Rapid seismic performance assessment method for one story hinged precast buildings

Show simple item record

dc.contributor.author Palanci, M.
dc.contributor.author Senel, S.M.
dc.date.accessioned 2019-08-16T12:33:37Z
dc.date.available 2019-08-16T12:33:37Z
dc.date.issued 2013
dc.identifier.issn 12254568 (ISSN)
dc.identifier.uri http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/7938
dc.description.abstract In this study, seismic performance of one story hinged precast buildings, which represents the majority of existing lightweight industrial building stock of Turkey, was assessed. A lot of precast buildings, constructed in one of the important seismic zones of western Turkey, were investigated and building inventories were prepared. By this method, structural properties of inventory buildings and damaged precast buildings in recent earthquakes were compared. Damage estimations based on nonlinear analysis methods have shown that estimated damage levels of inventory buildings and observed damage levels in recent earthquakes are similar. Accuracy of damage estimation study and the simplicity of the one story precast building models implied that rapid seismic performance assessment method for these buildings can be developed. In this assessment method, capacity curves and vibration periods of precast buildings were calculated by using structural properties of precast buildings. The proposed assessment method was applied to inventory buildings by using two different seismic demand scenarios which reflect moderate and soft soil conditions. Comparison of detailed analysis and rapid assessment methods have indicated that reliable seismic performance estimations can be performed by using proposed method. It is also observed that distribution of damage estimations is compatible in both scenarios. © 2013 Techno-Press, Ltd.
dc.language.iso English
dc.relation.isversionof 10.12989/sem.2013.48.2.257
dc.subject Damage estimation
dc.subject Nonlinear analysis
dc.subject Precast industrial buildings
dc.subject Rapid evaluation
dc.subject Seismic performance
dc.subject Building inventory
dc.subject Industrial buildings
dc.subject Inventory building
dc.subject Nonlinear analysis methods
dc.subject Seismic Performance
dc.subject Seismic performance assessment
dc.subject Earthquakes
dc.subject Estimation
dc.subject Office buildings
dc.subject Seismic waves
dc.subject Structural properties
dc.subject Seismic design
dc.title Rapid seismic performance assessment method for one story hinged precast buildings
dc.type Article
dc.relation.journal Structural Engineering and Mechanics
dc.identifier.volume 48
dc.identifier.issue 2
dc.identifier.startpage 257
dc.identifier.endpage 274
dc.identifier.index Scopus


Files in this item

Files Size Format View

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record