Cyclic lateral response of pile foundations in offshore platforms
暂无分享,去创建一个
Mehrdad Kimiaei | Mohsen Ali Shayanfar | Mostafa Khanzadi | M. M. Memarpour | M. Khanzadi | M. Shayanfar | M. Kimiaei | M. Memarpour
[1] Milos Novak,et al. Nonlinear analysis for dynamic lateral pile response , 1996 .
[2] Ross W. Boulanger,et al. Nonlinear Seismic Soil-Pile Structure Interaction , 1998 .
[3] Sri Sritharan,et al. Modelling the response of cyclically loaded bridge columns embedded in warm and seasonally frozen soils , 2010 .
[5] Ali Akbar Aghakouchak,et al. Non Linear Seismic Pile Soil Structure Interaction Analysis of Piles in Offshore Platforms , 2004 .
[6] Farrel Zwerneman,et al. Insights into Using the 22nd Edition of API RP 2A Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms - Working Stress Design , 2012 .
[7] Nicos Makris,et al. Dynamic pile‐soil‐pile interaction. Part II: Lateral and seismic response , 1992 .
[8] M. A. Millán,et al. Simplified BEM/FEM model for dynamic analysis of structures on piles and pile groups in viscoelastic and poroelastic soils , 2009 .
[9] Mehrdad Kimiaei,et al. A new BNWF model for cyclic pile-soil interaction analysis of single offshore piles , 2011 .
[10] M. E. Naggar,et al. Dynamic analysis for laterally loaded piles and dynamic p-y curves , 2000 .
[11] Gary Norris,et al. MODELING LATERAL SOIL-PILE RESPONSE BASED ON SOIL-PILE INTERACTION , 2000 .
[12] Sandra Escoffier,et al. Numerical modeling of centrifuge cyclic lateral pile load experiments , 2009 .
[13] B B Broms,et al. Lateral Resistance of Piles in Cohesive Soils , 1964 .
[14] Kazuo Konagai,et al. Nonlinear soil-pile interaction model for dynamic lateral motion , 1992 .
[15] P. K. Banerjee,et al. Dynamic analysis of piles and pile groups embedded in homogeneous soils , 1985 .
[16] R. G. Bea. Earthquake Geotechnology in Offshore Structures , 1991 .
[17] Klaus‐Peter Mahutka,et al. Monopilegründungen von Offshore‐Windenergieanlagen – Zum Ansatz der Bettung , 2005 .
[18] Juan J. Aznárez,et al. BEM–FEM coupling model for the dynamic analysis of piles and pile groups , 2007 .
[19] H. Matlock. Correlation for Design of Laterally Loaded Piles in Soft Clay , 1970 .
[20] Mehrdad Kimiaei,et al. Simplified numerical model for analysis of offshore piles under cyclic lateral loading , 2011 .
[21] Milos Novak,et al. Nonlinear lateral interaction in pile dynamics , 1995 .
[22] Nicos Makris,et al. Nonlinear response of single piles under lateral inertial and seismic loads , 1996 .
[23] Jacobo Bielak,et al. SIMPLIFIED MODEL FOR ANALYSIS OF ONE OR TWO PILES , 1991 .
[24] Amir M. Kaynia,et al. Dynamic stiffness and seismic response of pile groups , 1982 .
[25] Stephen G. Wright,et al. Lateral Soil Resistance Displacement Relationships for Pile Fundation in Soft clays , 1973 .
[26] M. Randolph,et al. The response of flexible piles to lateral loading , 1981 .
[27] Daniel W. Wilson,et al. Seismic Soil-Pile-Structure Interaction Experiments and Analyses , 1999 .
[28] Bryant,et al. SIMULATION OF LATERAL PILE BEHAVIOR UNDER EARTHQUAKE MOTION , 1978 .
[29] Aaron Dinovitzer,et al. A Case Study of High Pressure/High Temperature Pipeline for Ice Scour Design Using 3D Continuum Modeling , 2008 .
[30] Ibrahim Konuk,et al. FEM Model for Pipeline Analysis of Ice Scour: A Critical Review , 2004 .
[31] Α. Τροχανησ. A THREE-DIMENSIONAL NONLINEAR STUDY OF PILES LEADING TO THE DEVELOPMENT OF A SIMPLIFIED MODEL , 1988 .