International Science Community Association Research Journal of Recent Sciences 2277 - 2502 4 3 2015 March 2 An anlytical and Numerical solution of Combined Loading in offshore Foundations 68 74 EN Zanganeh Mohsen 1 New Castle University School of Electrical, Electronic and Computer Engineering, Zanjan, IRAN Farshid Norouzi 2 Khuram Mushtaque 1 Federal Urdu University of Arts, Science and Technology, Karachi, PAKISTAN Kamran Ahsan 2 Mohammad Ali Jinnah University, Karachi, PAKISTAN Ahmer Umer 3 Tekei Abdolghader 1 Department of Public Administration, Science and Research branch, Islamic Azad University, Tehran, IRAN Memarzadeh Gholamreza. 2 Reza Najafbeigi 3 Mahdi Mortazavi 1 Department of Management, Institute of Management and Planning Studies, IRAN Elham Vahedi 2 Department of Executive Master of Business Administration, Alborz, Qazvin, IRAN Zarei Mohammadreza 3 Dept. of Master of Business Administration, Science and Culture University, IRAN Farzane Hemmatian 4 Dept. Entrepreneurship Management, Tehran University, IRAN Razavi Maryam 1 Department of industrial management, Science and Research Branch, Islamic Azad University, Tehran, IRAN AbbasToloie Eshlaghy 2 Gizem SAYGILI 1 Faculty of Education, Süleyman Demirel University, TURKEY Khadse Shaila 1 LIT, RTM Nagpur University, Nagpur, MH, INDIA Patil P.V. 2 Department of Chemistry, Dr. Ambedkar College, Deekshaboomi, Nagpur, INDIA Panhekar Deepa 3 Department of Chemistry, Institute of Science, Civil lines, Nagpur, INDIA Satpute Shridhar 4 Khodabakhshi Faranak 1 Islamic Azad University, Astara, IRAN Badri Abbasi 2 Srivastava Nitisha 1 Department of Botany, University of Allahabad, Allahabad-211002, U. P., INDIA Kumar Girjesh 2 MohammadSadegh Barkhordari 1 Bachelor of Civil Engineering, Isfahan University of technology, Isfahan, IRAN > Research Paper 2014 4 20 2015 March 2 Todays, Offshore foundations which achieve stability through the putting well in seabed using engineering consideration, are paying considerable attention. By this approuch, in this study combined loading of some kinds of footings studied well to asses the stiffness. Analytical and numerical methods have been applied to have an comparison in this study. Numerical finite element methods have been used and the results showed that numerical solutions have a good agreement with analytical methods and the errors have been reported. Copyright@ International Science Community Association