Araştırma Makalesi
Yıl 2024,
Cilt: 8 Sayı: 1, 1 - 8, 31.03.2024
Öz
Kaynakça
- Chandrasekaran, S. (2015). Dynamic Analysis And Design Of Offshore Structures. New Delhi: Springer India,
- CSI, SAP2000 V.20. Integrated Finite Element Analysis and Design of Structures Basic Analysis Reference Manual,ComputersandStructuresInc., Berkeley, CA, USA.
- DLH, (2008). T.R. Ministry of Transport, Earthquake Technical Regulation on Coastal and Port Structures, Railways and Airports Construction.
- Erkan, Ş., Doran, B., Selçuk, M. E., Berilgen, M. M., Yüksel, Y. (2014). Numerical Analysis of Pier Piles, 8th Coastal Engineers Symposium
- Feng, S., Liu, X., Cui, H. (2017). Dynamical Response Of An Elastic Supporting Pile Embedded In Saturated Soil Under Horizontal Vibration, Civil Engineering Journal-Stavebni Obzor”, 2, 99-113
- Kadıoğlu, Z. (2015). Nonlinear Behavior of Piled Coastal Structures and Design Based on Deformation, Gebze Technical University, Master's Thesis, p. 83, Gebze.
- Kishida A.,Takewaki I. (2010). Response Spectrum Method for Kinematic Soil-Pile Interaction Analysis Advances in Structural Engineering Vol. No. 13 one
- Panchaland, K.M., Rangari, M.S. (2018). Dynamic Analysis Of Laterally Loaded Piles In Group, International Journal Of Engineering Science Invention (IJESI), 2319 – 6726
- Pérez-Collazo, C., Greaves, D., Iglesias, G.,A. (2015). Review Of Combined Wave And Offshore Wind Energy. Renewable And Sustainable Energy Reviews, 42, 141-153, 2015.
- Polat, S.S. (2008). DeformationBasedSeismic Design of Pile Supported Marine Facilities, Boğaziçi University, Kandilli Observatory and Earthquake Research Institute, Doctoral Thesis, p. 195, Istanbul.
- Randolph, M., Gourvenec, S. (2017). Offshore geotechnical engineering. CRC press
- Topsoy, E. (2016). Design, Repair and Strengthening of Coastal Docking Structures, Istanbul Technical University, Master's Thesis, p. 179, Istanbul.
- Yan, H.K., Wang, N., Wu, N., Lin, W. (2018). Maritime Construction Site Selection from the Perspective of Ecological Protection: the Relationship Between the Dalian Offshore Airport and Spotted Seals (Phoca Largha) in China Based on the Noise Pollution, Ocean and Coastal Management, Vol. pp. 152, 145–153
- Yasser E.M. (2012). Effect of Local and Global Scour on Lateral Response of Single Piles in Different Soil Conditions. Engineering, 04(06), 297–306. doi:10.4236/eng.2012.46039.
- Yeter, B., Garbatov, Y., Soares, C. G. (2019). “Uncertainty Analysis Of Soil-Pile Interactions Of Monopile Offshore Wind Turbine Support Structures”, Applied Ocean Research, 82, 74-88
- Yüksel Y., Orhan K. (2013). Seismic Risk and Damage Types in Ports, 1st National Port Congress, Dokuz Eylül University, Izmir.
- Zhang, B. L., Han, Q. L., Zhang, X. M. (2017). Recent Advances In Vibration Control Of Offshore Platforms, Nonlinear Dynamics, 89(2), 755-771, 2017.
- Zhang, Q., Zhou X.L., Wang, J.H., Guo, J.J. (2017b). Wave-Induced Seabed Response around an Offshore Pile Foundation Platform”, Ocean Engineering, Vol. 130, pp. 567–582
Yıl 2024,
Cilt: 8 Sayı: 1, 1 - 8, 31.03.2024
Öz
Sea transport is preferred because it is safe and economical in countries in the regions that dominate world trade. Approximately 86% of the developing and increasing trade volume is provided by sea transportation. Ports, which are an important pillar of international trade, take an active place in the transportation network for these reasons. In our country, an increase has been observed in the studies on the design of coastal port structures in the last 15 years. In the design of coastal structures, technical approaches and durability are at the forefront, while recently the continuity of the performance of the structures has been taken as a basis. They are exposed to static and dynamic loads throughout their service life. In order to encounter minimum damage due to earthquake effects, an analysis that reflects the behavior under static and dynamic loads and the parameters must be determined correctly. For this purpose, parameter changes were investigated to examine the dynamic behavior of a scaffolding structure. Piles diameters of 600, 800 and 1000 mm and placement spacing of 4D and 8D were considered variable. Analyzes were carried out with Sap 2000, a finite element program. The capacity of the building was determined with pushover analysis and its dynamic performance was evaluated with time history analysis.
Anahtar Kelimeler
Kaynakça
- Chandrasekaran, S. (2015). Dynamic Analysis And Design Of Offshore Structures. New Delhi: Springer India,
- CSI, SAP2000 V.20. Integrated Finite Element Analysis and Design of Structures Basic Analysis Reference Manual,ComputersandStructuresInc., Berkeley, CA, USA.
- DLH, (2008). T.R. Ministry of Transport, Earthquake Technical Regulation on Coastal and Port Structures, Railways and Airports Construction.
- Erkan, Ş., Doran, B., Selçuk, M. E., Berilgen, M. M., Yüksel, Y. (2014). Numerical Analysis of Pier Piles, 8th Coastal Engineers Symposium
- Feng, S., Liu, X., Cui, H. (2017). Dynamical Response Of An Elastic Supporting Pile Embedded In Saturated Soil Under Horizontal Vibration, Civil Engineering Journal-Stavebni Obzor”, 2, 99-113
- Kadıoğlu, Z. (2015). Nonlinear Behavior of Piled Coastal Structures and Design Based on Deformation, Gebze Technical University, Master's Thesis, p. 83, Gebze.
- Kishida A.,Takewaki I. (2010). Response Spectrum Method for Kinematic Soil-Pile Interaction Analysis Advances in Structural Engineering Vol. No. 13 one
- Panchaland, K.M., Rangari, M.S. (2018). Dynamic Analysis Of Laterally Loaded Piles In Group, International Journal Of Engineering Science Invention (IJESI), 2319 – 6726
- Pérez-Collazo, C., Greaves, D., Iglesias, G.,A. (2015). Review Of Combined Wave And Offshore Wind Energy. Renewable And Sustainable Energy Reviews, 42, 141-153, 2015.
- Polat, S.S. (2008). DeformationBasedSeismic Design of Pile Supported Marine Facilities, Boğaziçi University, Kandilli Observatory and Earthquake Research Institute, Doctoral Thesis, p. 195, Istanbul.
- Randolph, M., Gourvenec, S. (2017). Offshore geotechnical engineering. CRC press
- Topsoy, E. (2016). Design, Repair and Strengthening of Coastal Docking Structures, Istanbul Technical University, Master's Thesis, p. 179, Istanbul.
- Yan, H.K., Wang, N., Wu, N., Lin, W. (2018). Maritime Construction Site Selection from the Perspective of Ecological Protection: the Relationship Between the Dalian Offshore Airport and Spotted Seals (Phoca Largha) in China Based on the Noise Pollution, Ocean and Coastal Management, Vol. pp. 152, 145–153
- Yasser E.M. (2012). Effect of Local and Global Scour on Lateral Response of Single Piles in Different Soil Conditions. Engineering, 04(06), 297–306. doi:10.4236/eng.2012.46039.
- Yeter, B., Garbatov, Y., Soares, C. G. (2019). “Uncertainty Analysis Of Soil-Pile Interactions Of Monopile Offshore Wind Turbine Support Structures”, Applied Ocean Research, 82, 74-88
- Yüksel Y., Orhan K. (2013). Seismic Risk and Damage Types in Ports, 1st National Port Congress, Dokuz Eylül University, Izmir.
- Zhang, B. L., Han, Q. L., Zhang, X. M. (2017). Recent Advances In Vibration Control Of Offshore Platforms, Nonlinear Dynamics, 89(2), 755-771, 2017.
- Zhang, Q., Zhou X.L., Wang, J.H., Guo, J.J. (2017b). Wave-Induced Seabed Response around an Offshore Pile Foundation Platform”, Ocean Engineering, Vol. 130, pp. 567–582
Toplam 18 adet kaynakça vardır.
Ayrıntılar
| Birincil Dil | İngilizce |
|---|---|
| Konular | Malzeme Mühendisliği (Diğer), Yer Bilimleri ve Jeoloji Mühendisliği (Diğer) |
| Bölüm | Araştırma Makaleleri |
| Yazarlar | |
| Erken Görünüm Tarihi | 31 Mart 2024 |
| Yayımlanma Tarihi | 31 Mart 2024 |
| Kabul Tarihi | 16 Ocak 2024 |
| Yayımlandığı Sayı | Yıl 2024 Cilt: 8 Sayı: 1 |
