Publisher of Iranian Journals and Conference Proceedings

Please waite ..
Publisher of Iranian Journals and Conference Proceedings
Login |Register |Help |عضویت کتابخانه ها

Influences of Nonlinear Ground Motion Analysis on Selsmic Response of Offshore Piles

ششمین همایش بین المللی سواحل، بنادر و سازه های دریایی
Year: 1383
Language: EnglishView: 1,332
This Paper With 5 Page And PDF Format Ready To Download

Buy and Download

با استفاده از پرداخت اینترنتی بسیار سریع و ساده می توانید اصل این Paper را که دارای 5 صفحه است به صورت فایل PDF در اختیار داشته باشید.
آدرس ایمیل خود را در کادر زیر وارد نمایید:


Mehrdad kimiaei - Offshore Facilities Installation Manager, Phases ۶,۷,۸ South Pars Field Gas Development, Petropars Ltp. Tehran, Iran
Mohsen ali Shayanfar - Associate Professor, Civil Eng. Dept., Iran Univ. of Science & Technology Tehran
M.Hashem Ei Naggar - Associate Profesosor and Research Director, Geotechnical Research Centre


Nonlinear response of piles is the most important source of potentially nonlinear behavior of offshore platfroms due to strong earthquake excitations . It is often necessary to perfom dynamic analysis of offshore platforms that accounts for soil nonlinearity. discontinuity condition at pile soil interfaces, energy dissipation through soil radiation damping and structural nonlinear behaviors of the piles. In this study a BNWF (Beam on Nonlinear Winkler Foundation) model is introduced and it is used to compute the Lateral response of piles subjected to seismic loading. The soil stiffness is established using the P-Y curve. The results of nonlinear earthquake site response analyses are used as the input excitations at support nodes of the model. The components and advantages of this BNWF model in seismic response of the experimental test results. Sensitivity of the results to model paramrters and site response calculations are evaluated.


Paper COI Code

This Paper COI Code is ICOPMAS06_084. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
kimiaei, Mehrdad and Shayanfar, Mohsen ali and Ei Naggar, M.Hashem,1383,Influences of Nonlinear Ground Motion Analysis on Selsmic Response of Offshore Piles,6th International Conference on Coasts, Ports and Marine Structures,Tehran,

مراجع و منابع این Paper:

لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :

  • _ Matlok, H. Foo, H.C. and Brayant, L.M. 1978. Simulation ...
  • Novak, M., Nogami, T. and Abul-Ella, F. 1978. Dynamic soil ...
  • Nogami, T., Konagai, K., Otani, J., Chen, H.L. 1992. Nonlinear ...
  • El-Naggar, M.H. and Novak, M. 1995. Nonlinear lateral interaction in ...
  • El-Naggar, M.H. and Novak, M. 1996. Nonlinear analysis for dynamic ...
  • Matlok, H. 1970. Correlations for design of laterally loaded piles ...
  • Wang, S., Kutter, B., Chacko, J., Wilson, D., Boulanger, R., ...
  • Boulanger, R.W., Curras, C.J., Kutter, B.L., Wilson, D.W., Abghari, A. ...
  • Wilson, D., Boulanger, R., and Kutter, B. L. 1997. Soil-pile ...
  • Reese, L.C., and Welch, R.C. 1975. Lateral loading of deep ...
  • O'Neill, M. and Murchison, J. 1983. An evaluation of p-y ...
  • American Petroleum Institute. 2000. Re commended practice for planning, designing ...
  • Berger, E., Mahin, S.A., and Pyke R. 1977. Simplified method ...
  • Bardet, J.P., Tobita, T. 2001. NERA _ a computer program ...

Research Info Management

Certificate | Report | من نویسنده این مقاله هستم

اطلاعات استنادی این Paper را به نرم افزارهای مدیریت اطلاعات علمی و استنادی ارسال نمایید و در تحقیقات خود از آن استفاده نمایید.

مقالات پیشنهادی مرتبط

Share this page

More information about COI

COI stands for "CIVILICA Object Identifier". COI is the unique code assigned to articles of Iranian conferences and journals when indexing on the CIVILICA citation database.

The COI is the national code of documents indexed in CIVILICA and is a unique and permanent code. it can always be cited and tracked and assumed as registration confirmation ID.