Levent Yilmaz
Nisantasi University, 1453 Neocampus, Maslak, Istanbul, Turkey
In this research the investigated parameters are given as below: The History of offshore and onshore construction is given where onshore structures as storage tanks and breakwaters with Estacada are mentioned with hierarchical steps. To the offshore structures belong stationary fixed platforms (steel, concrete, combined, arctic) with floating (Jack-up, semi-submersibles,TLP,…) and pipe line construction. This issues are given as State-of-the-art and written as new examined innovative researches.
[1] Dawson T.H., "Offshore structural Emgineering" Prentice Hall,inc. Eagle wood Cliffs, New Jersey, 1986.
[2] Gershunov, M. E.,"Calculation of offshore hydrodynamic forces", Oil&Gas Journal, September 1985, s63-67.
[3] Haroun, M. A., "Implications of Observed Earthquake-induced Damage on Seismic Codes and Standards of Tanks",PVP – Vol 223 Fluid-structure Vibration and Sloshing,ASME 1991.
[4] Housner, G.W., "Dynamic Pressure on Accelerated Fluid Containers", Bulletin of the Seismological Society of America, 1957, 47(1), 15-35.
[5] Housner, G.W., "The Dynamic Behavior of Water Tanks",Bulletin of Seismological Society of America, 1963, 53(2) 381-387.
[6] Kim, N.S. and Lee, D.G. "Pseudo-Dynamic Test for Evaluation of Earthquake Performance of Base-Isolated Liquid Storage Tanks", Engineering Structures, 1995, 17(3),198-208. Seismology and Earthquake Engineering, 2, 45-54.
[7] Malhotra, P., Method for seismic base isolation of liquid-storage tanks, Journal of Structural Engineering,ASCE, 123(1),1997.
[8] Malhotra, P., "Practical Nonlinear Seismic Analysis of Tanks", Earthquake Spectra,2000, 473-492.
[9] Naeim, F., and Kelly, J. M. Design of seismic isolated structures: From theory to practice, Wiley, Chichester, England, 1999.
[10] Nielsen, R., "Damage to Oil Refineries from Major Earthquakes", Journal of Structural Engineering, ASCE, 1986,112,1481-1491.
[11] Niwa, A. and Clough, R.W., "Buckling of Cylindrical Liquid-Storage Tanks Under Earthquake Loading",Earthquake Engineering and Structural Dynamics, 1982,10,107-122.
[12] Skinner, R. I., Robinson, W. H., and McVerry, G. H.. An introduction to seismic isolation, Wiley, Chichester, England, 1993.
[13] Bolt, B. et al., "The Chile Earthquake of March 3, 1985",Earthquake Spectra, 1986, 2, 373-409.
[14] Federal Emergency Management Agency FEMA-356 ‘‘Prestandard and commentary for the seismic rehabilitation of buildings.'' FEMA 356/November 2000, Building Seismic Safety Council, Washington D.C.
[15] Bayındırlık ve İskan Bakanlığı "Afet Bölgelerinde Yapılacak Yapılar Hakkında Yönetmelik", ABHYYH 1998,2.7.1998 – 23390 sayılı Resmi Gazete. (Turkish Governmental Regulations for Undersea Constructions, 1998)Ankara, Turkey.
[16] Yilmaz, L., and N. Mestanzade, " Investigation of Vibration of Bladt Undersea Pipeline Project between Turkey and North Cyprus", Symposium on Numerical Modeling of Coastal Hydrodynamics at the First American Academy of Mechanics (AAM) Conference, June 17 – 20, 2008,New Orleans, USA.
[17] Selected references from " Bladt industries – Take the Lead".
[18] Kristian W. Pilarczsk, RWS/Dutch Public Works Dpt.,Road and Hydraulic Engineering Institute, P.O. Box 5044,2600 GA Delft, 2001, The Netherlands.
[19] Burcharth, W. Hydraulic and Coastal Structures in international perspective, 1994. Available from: https://www.researchgate.net/publication/242359297_HY-DRAULIC_AND_COASTAL_STRUCTURES_IN_INTERNATIONAL_PERSPECTIVE (accessed on Nov 28 2018).
Copyright © 2018 Levent Yilmaz
This is an open access article under the Creative Commons Attribution-NonCommercial 4.0 International (CC BY-NC 4.0) License.
