![]() ![]() ![]() (2003), 'Deformation of RC members, as controlled by flexure or shear', In: Proceedings of the International Symposium Honoring Shunsuke Otani on Performance-based Engineering for Earthquake Resistant Reinforced Concrete Structures. (2005), 'Performance of essential buildings in the 2003 Bam, Iran earthquake', EERI, Earthq. Struct., 26(6), 841-856ĮERI Special Earthquake Report (2003), 'Preliminary Observation on the Bingol, Turkey Mehmet Inel, Hayri Baytan Ozmen and Huseyin Bilgin Earthquake', EERI, JulyĮshghi, S. (2004), 'Performance of reinforced concrete buildings during the Bingol earthquake in Turkey', Eng. (2007), 'Seismic Performance Evaluation of Public Buildings using Non-linear Analysis Procedures and Solution Methods', Ph.D Thesis, Pamukkale University, Denizli, TurkeyĬSI (2003), SAP2000 V-8: Integrated Finite Element Analysis and Design of Structures Basic Analysis Reference Manual Berkeley, California (USA) Computers and Structures Incĭogangun, A. ![]() Available at Īpplied Technology Council, ATC-40 (1996), Seismic Evaluation and Retrofit of Concrete Buildings, Vols. The detailed examination of capacity curves and performance evaluation identified deficiencies and possible solutions for template designs.Īntoniou, S. The effects of material quality on seismic performance of school buildings were investigated. Reasons of building damages in past earthquakes are examined using the results of performance assessment of investigated buildings. ![]() Seismic performance evaluation was carried out in accordance with recently published Turkish Earthquake Code that has similarities with FEMA-356 guidelines. The inelastic dynamic characteristics were represented by equivalent single-degree-of-freedom (SDOF) systems and their seismic displacement demands were calculated under selected ground motions. Capacity curves of investigated buildings were determined by pushover analyses conducted in two principal directions. Selection of template designed buildings and material properties were based on field investigation on government owned school buildings in several cities in western part of Turkey. Six school buildings with template designs were selected to represent major percentage of school buildings in medium-size cities located in high seismic region of Turkey. This study evaluates seismic performance of the school buildings with the selected template designs in Turkey considering nonlinear behavior of reinforced concrete components. ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. Archives
January 2023
Categories |