Study, analysis and applying the PHC and black jetties and their seismic performance

سال انتشار: 1392
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 704

فایل این مقاله در 8 صفحه با فرمت PDF قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

ICCAU01_2998

تاریخ نمایه سازی: 29 تیر 1393

چکیده مقاله:

Among the issues that are being studied about the jetty piles and deck is using the sidling jetties in decks. These jetties because oh having high axis stiffness contribute the control of transforming the deck place. But according to the past researches, one of the main problems in sidling jetties is inappropriate seismic performance. The studies show that the high stiffness of jetties leads to the increment of the whole structure’s stiffness. Therefore, the seismic offer increases. In addition, since the sidling jetty reluctantly participates in loading gravity, it is not able to respond appropriately against lateral force ductility. Also, the sidling jetty because of lateral stiffness absorbs the major part of lateral force and finally leads to focus of tension around the jetty head and deck. In this study we assess using a ductile element as a structural fuse to improve the seismic performance and making a line of defense for the other elements. Because of problems in repairing the damages made in such decks, in this study we try to focus on damages in these replaceable elements. For better and precise studying the matter, the proposed fuse has been applies in this kind of decks. In modeling and predicting the seismic performance, the structure of deck we used the non linear static analysis (push over). The increasing number of main oil explorations and strategic matters has led to deck manufacturing and the other marine structures in Iran’s south coasts. In designing the different structure there are different rules such as resistance against input loads and also economy that can be very influential. In this study we try to evaluate the jetty deck structures in one of southern coast of Iran based on level performance. Be adding the improved plan, we propose a structural system.

کلیدواژه ها:

نویسندگان

Farhad Alizadeh Afshar

Department of Civil Engineering ,Tabriz Branch, Islamic Azad University, Tabriz , Iran.

مراجع و منابع این مقاله:

لیست زیر مراجع و منابع استفاده شده در این مقاله 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 مقاله لینک شده اند :
  • "روش اج‌رای‌شم‌ع های‌سه‌ف‌ی‌ژ، الق‌راگ‌اس‌انگ‌ی خ‌م الفی‌اء، _ ع‌م‌ران‌س‌اح‌ل، مع‌ان‌تفن‌ی ...
  • Allersma, H. G. B., Hogervorst, J. R. and Pimoulle M. ...
  • Allersma, H. G. B., Plenevaux, F. J. A., Brinkgreve. R. ...
  • Installation in Sand in a Geocentrifuge. _ Proc., 7th Int. ...
  • Tjelta, T.I. (2001). "Suction Pile, Their Position and Application Today.: ...
  • Engineering Conf. (ISOPE), Norway, pp. 1-6. ...
  • Tjelta, T.I., Guttormsen, TR. and Hermstad, J. (1986). "Large-Scale Penetration ...
  • Deng, W. and Carter, J.P. (2000). ":A Theoretical Study of ...
  • Proc., 10th Int. Offshore and Polar Engineering Conf. (ISOPE), USA, ...
  • El-Gharbawy, S. and Olson, R. (1998). "Laboratory Modeling of Suction ...
  • Offshore and Polar Engineering Conf. (ISOPE), Canada, pp. 537-542. ...
  • El-Gharbawy, S. and Olson, R. (1998). _ Pullout Capacity of ...
  • Platforms." Proc., 8th Int. Offshore and Polar Engineering Conf. (ISOPE), ...
  • نمایش کامل مراجع