Yıl 2007,
Cilt: 18 Sayı: 88, 4177 - 4196, 01.05.2007
Öz
Anahtar Kelimeler
Kaynakça
- IBC 2003, International Building Code, International Code Council, Falls Church, Virginia.
- FEMA 356,2000, Prestandart And Commentary For The Seismic Evaluation Of Buildings, Prepared By The American Society Of Civil Engineers For The Federal Emergency Management Agency, Washington, DC.
- ATC 55 Project, FEMA 440, Improvement Of Nonlinear Static Seismic Analysis Procedure, Prepared By Applied Technology Council For The Federal Emergency Management Agency, Washington, DC.
- Bertero, V.V., and Teran-Gilmore, A., Use of Energy Concepts in Earthquake- Resistant Analysis and Design: Issues and Future Directions, Advances in Earthquake Engineering Practice: Series 2, University of California, Berkeley, 1994.
- Li, R. and Pourzaniani, M., Sensitivity Of Buildings Response To Nonlinear Analysis Models, The Structural Design of Tall Buildings, 8, 15-35, 1999.
- Saaidi, M. and Sözen, M.A., Simple Nonlinear Seismic Analysis of RC Structures, Journal of Structural Division, ASCE, 107, 937-952, 1981.
- Qi, X. And Moehle, J.P., Displacement Design Approach for Reinforced Concrete Structures Subjected to Earthquakes, Report No. UCB/EERC-91/02, University of California, Berkeley, 1991.
- Fajfar, P. And Gasperic, P., The N2 Method for the Seismic Damage Analysis of RC Buildings, Earthquake Engineering and Structural Dynamics, 25, 31-46, 1996.
- Chopra, A. and Goel, R.K., A Modal Pushover Analysis Procedure For Estimating Seismic Demands For Buildings, Earthquake Engineering. and Structural Dynamics, 31,561-582, 2002.
- Krawinkler, H. And Al-Ali, A., Seismic Demand Evaluation for a 4-Story Steel Frame Structure Damaged in the Northridge Earthquake, The Structural Design of Tall Buildings, 5, 1-27, 1996.
- Ohtori, Y., Christensen R.E., Spencer, B.F. and Dyke S.J., Benchmark Control Problems for Seismically Excited Nonlinear Buildings, http://www.nd.edu/~quake/, Notre Dame University, Indiana, 2000.
- Prakash, V., Powell, G.H., and Campbell, S. DRAIN-2DX User Guide V.1.10, Department of Civil Engineering, University of California at Berkeley. (1993).
- AISC- LRFD,1999, Load And Resistance Factor Design. American Institute Of Steel Construction, Chicago.
ÇELİK ÇERÇEVELERDE SABİT DÜKTİLİTE İÇİN DOĞRUSAL OLMAYAN ZAMAN TANIM ALANI VE ÖTELEME ANALİZLERİNİN KARŞILAŞTIRILMASI
Öz
Genel depreme dayanıklı yapı tasarımı ilkelerinden özellikle can güvenliği ve yapının göçmesi, deprem yönetmeliklerinde açık bir şekilde önlenmiştir. Yapılan son çalışmalar neticesinde, genel depreme dayanıklı yapı tasarımı felsefesinin gerçekleştirilmesi ve mevcut binaların sismik performanslarının değerlendirilmesi konularında deprem yönetmeliklerinde önemli değişiklikler meydana gelmiştir. Düşük performans seviyelerinde sismik taleplerin tahmin edilebilmesi için yapının doğrusal olmayan davranışının göz önüne alınması gerekmektedir. Bu çalışmada 3-, 9-, ve 20-katlı çelik çerçevelerde doğrusal olmayan zaman artımı ve öteleme analizi sonuçlarının karşılaştırılması hedeflenmektedir. Bu çalışma sonucunda, yapılardaki hasarın öteleme analizi yardımıyla tahmin edilmesinin zor olduğu görülmüştür
Anahtar Kelimeler
Kaynakça
- IBC 2003, International Building Code, International Code Council, Falls Church, Virginia.
- FEMA 356,2000, Prestandart And Commentary For The Seismic Evaluation Of Buildings, Prepared By The American Society Of Civil Engineers For The Federal Emergency Management Agency, Washington, DC.
- ATC 55 Project, FEMA 440, Improvement Of Nonlinear Static Seismic Analysis Procedure, Prepared By Applied Technology Council For The Federal Emergency Management Agency, Washington, DC.
- Bertero, V.V., and Teran-Gilmore, A., Use of Energy Concepts in Earthquake- Resistant Analysis and Design: Issues and Future Directions, Advances in Earthquake Engineering Practice: Series 2, University of California, Berkeley, 1994.
- Li, R. and Pourzaniani, M., Sensitivity Of Buildings Response To Nonlinear Analysis Models, The Structural Design of Tall Buildings, 8, 15-35, 1999.
- Saaidi, M. and Sözen, M.A., Simple Nonlinear Seismic Analysis of RC Structures, Journal of Structural Division, ASCE, 107, 937-952, 1981.
- Qi, X. And Moehle, J.P., Displacement Design Approach for Reinforced Concrete Structures Subjected to Earthquakes, Report No. UCB/EERC-91/02, University of California, Berkeley, 1991.
- Fajfar, P. And Gasperic, P., The N2 Method for the Seismic Damage Analysis of RC Buildings, Earthquake Engineering and Structural Dynamics, 25, 31-46, 1996.
- Chopra, A. and Goel, R.K., A Modal Pushover Analysis Procedure For Estimating Seismic Demands For Buildings, Earthquake Engineering. and Structural Dynamics, 31,561-582, 2002.
- Krawinkler, H. And Al-Ali, A., Seismic Demand Evaluation for a 4-Story Steel Frame Structure Damaged in the Northridge Earthquake, The Structural Design of Tall Buildings, 5, 1-27, 1996.
- Ohtori, Y., Christensen R.E., Spencer, B.F. and Dyke S.J., Benchmark Control Problems for Seismically Excited Nonlinear Buildings, http://www.nd.edu/~quake/, Notre Dame University, Indiana, 2000.
- Prakash, V., Powell, G.H., and Campbell, S. DRAIN-2DX User Guide V.1.10, Department of Civil Engineering, University of California at Berkeley. (1993).
- AISC- LRFD,1999, Load And Resistance Factor Design. American Institute Of Steel Construction, Chicago.
Toplam 13 adet kaynakça vardır.
Ayrıntılar
| Birincil Dil | Türkçe |
|---|---|
| Bölüm | Makale |
| Yazarlar | |
| Yayımlanma Tarihi | 1 Mayıs 2007 |
| Gönderilme Tarihi | 18 Haziran 2015 |
| Yayımlandığı Sayı | Yıl 2007 Cilt: 18 Sayı: 88 |