Seismic response analysis of highway overcrossings including soil–structure interaction
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[1] Raj V. Siddharthan,et al. Stiffnesses of abutments on spread footings with cohesionless backfill , 1997 .
[2] Anestis S. Veletsos,et al. Basic Response Functions for Elastic Foundations , 1974 .
[3] Panos Dakoulas,et al. Seismic shear strains and seismic coefficients in dams and embankments , 1986 .
[4] I. M. Idriss,et al. Influence of Soil Conditions on Ground Motions During Earthquakes , 1969 .
[5] Rakesh K. Goel. EARTHQUAKE BEHAVIOR OF BRIDGES WITH INTEGRAL ABUTMENTS , 1997 .
[6] K L Lee,et al. Seismic Response by Variable Damping Finite Elements , 1974 .
[7] Nicos Makris,et al. Dynamic pile‐soil‐pile interaction. Part II: Lateral and seismic response , 1992 .
[8] John C. Wilson,et al. BRIDGE ABUTMENTS: ASSESSING THEIR INFLUENCE ON EARTHQUAKE RESPONSE OF MELOLAND ROAD OVERPASS , 1990 .
[9] H. Seed. Soil moduli and damping factors for dynamic response analyses , 1970 .
[10] Nicos Makris,et al. Causal Hysteretic Element , 1997 .
[11] Mjn Priestley,et al. Seismic Design and Retrofit of Bridges , 1996 .
[12] Anil K. Chopra,et al. Evaluation of Bridge Abutment Capacity and Stiffness during Earthquakes , 1997 .
[13] H. G. Poulos,et al. The Settlement Behaviour of Single Axially Loaded Incompressible Piles and Piers , 1968 .
[14] John C. Wilson,et al. Bridge Abutments: Formulation of Simple Model for Earthquake Response Analysis , 1990 .
[15] Mark Felton. Randolph,et al. A theoretical study of the performance of piles , 1978 .
[16] Nicos Makris,et al. Soil–pile interaction during the passage of rayleigh waves: An analytical solution , 1994 .
[17] Ramesh B. Malla,et al. Energy Dissipation Devices in Bridges using Hydraulic Dampers , 1996 .
[18] James H. Gates. Dynamic Field Response Studies and Earthauqke Instrumentation of the Meloland Road Overcrossing , 1993 .
[19] Toyoaki Nogami,et al. Dynamic Soil Reactions for Plane Strain Case , 1978 .
[20] B Dendrou,et al. THREE-DIMENSIONAL RESPONSE OF A CONCRETE BRIDGE SYSTEM TO TRAVELING SEISMIC WAVES , 1985 .
[21] Mahmoud El-Gamal,et al. Investigation of Performance of Bridge Abutments in Seismic Regions , 1994 .
[22] Ricardo Dobry,et al. Horizontal Response of Piles in Layered Soils , 1984 .
[23] Amir M. Kaynia,et al. Response of pile foundations to rayleigh waves and obliquely incident body waves , 1992 .
[24] George Gazetas,et al. Seismic response of end-bearing single piles , 1984 .
[25] George Gazetas,et al. Seismic Response of Single Piles and Pile Groups , 1991 .
[26] David B. McCallen,et al. Dynamic Analyses of a Skewed Short-Span, Box-Girder Overpass , 1994 .
[27] Eduardo Kausel,et al. DYNAMIC INTERACTION FACTORS FOR FLOATING PILE GROUPS , 1991 .
[28] Emmanuel A. Maragakis,et al. An equivalent linear finite element approach for the estimation of pile foundation stiffnesses , 1994 .
[29] Stephen H. Crandall,et al. Dynamic Response of Systems with Structural Damping , 1961 .
[30] James L. Beck,et al. Seismic Response Evaluation of Meloland Road Overpass Using 1979 Imperial Valley Earthquake Records , 1987 .
[31] Jose M. Roesset. Dynamic Stiffness of Pile Groups , 1984 .
[32] Nicos Makris,et al. Time‐domain viscoelastic analysis of earth structures , 2000 .
[33] A M Kaynia,et al. DYNAMIC STIFFNESS AND SEISMIC RESPONSE OF SLEEVED PILES , 1980 .
[34] Brian Maroney,et al. Experimental Testing of Laterally Loaded Large Scale Bridge Abutments , 1993 .
[35] Milton Abramowitz,et al. Handbook of Mathematical Functions with Formulas, Graphs, and Mathematical Tables , 1964 .
[36] C. B. Crouse,et al. Dynamic Soil-Foundation Interaction at the Meloland Road Overcrossing , 1993 .
[37] Geoffrey R. Martin,et al. Dynamic soil–structure interaction of a single‐span bridge , 1987 .
[38] Fumio Tatsuoka,et al. SHEAR MODULI OF SANDS UNDER CYCLIC TORSIONAL SHEAR LOADING , 1978 .
[39] Anil K. Chopra,et al. Earthquake Response of Earth Dams , 1967 .
[40] John C. Wilson,et al. Stiffness of non‐skew monolithic bridge abutments for seismic analysis , 1988 .
[41] Jiahao Lin,et al. An Introduction to Seismic Isolation , 1993 .
[42] R. Villaverde,et al. Structural Engineering in Natural Hazards Mitigation , 1993 .
[43] Emmanuel A. Maragakis,et al. A Model for the Rigid Body Motions of Skew Bridges , 1985 .
[44] Jose M. Roesset,et al. DYNAMIC STIFFNESS OF PILE GROUPS - APPROXIMATE SOLUTIONS. , 1984 .
[45] James M. Kelly,et al. LINEAR HYSTERETIC DAMPING AND THE HILBERT TRANSFORM , 1995 .
[46] Nicos Makris,et al. Phase Wave Velocities and Displacement Phase Differences in a Harmonically Oscillating Pile , 1993 .
[47] F. E. Heuze,et al. Seismic refraction studies at the Painter Street bridge site, Rio Dell, California , 1991 .
[48] S. H. Crandall. The role of damping in vibration theory , 1970 .
[49] Jose M. Roesset,et al. Dynamic stiffness of piles , 1976 .
[50] Nicos Makris,et al. Kinematic response functions and dynamic stiffnesses of bridge embankments , 2002 .
[51] P. K. Banerjee,et al. Response of piles and pile groups to travelling SH‐waves , 1990 .
[52] Emmanuel A. Maragakis,et al. Analytical models for the rigid body motions of skew bridges , 1987 .
[53] John P. Wolf,et al. Foundation Vibration Analysis Using Simple Physical Models , 1994 .
[54] R. Dobry,et al. Effect of Soil Plasticity on Cyclic Response , 1991 .
[55] Bruce M. Douglas,et al. DYNAMIC TESTS AND SYSTEM IDENTIFICATION OF BRIDGES , 1982 .
[56] B. Hardin,et al. The Nature of Damping in Sands , 1965 .
[57] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[58] T. Igusa,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering by Anil K. Chopra , 1996 .
[59] G. Gazetas. Seismic response of earth dams: some recent developments , 1987 .
[60] R.. Simple method for dynamic stiffness and damping of floating pile groups , 2000 .
[61] Ricardo Dobry,et al. Simple Radiation Damping Model for Piles and Footings , 1984 .
[62] Fumio Tatsuoka,et al. Hysteretic Damping of Sands under Cyclic Loading and its Relation to Shear Modulus , 1978 .
[63] Nicos Makris,et al. Seismic response of pile groups under oblique‐shear and Rayleigh waves , 1995 .
[64] Panos Dakoulas,et al. A class of inhomogeneous shear models for seismic response of dams and embankments , 1985 .
[65] Harry G. Poulos,et al. Analysis of the Settlement of Pile Groups , 1968 .
[66] C. Ventura,et al. MODAL ANALYSIS OF NON-CLASSICALLY DAMPED LINEAR SYSTEMS , 1986 .
[67] George C. Lee,et al. Structural Analysis and Design , 1979 .
[68] Nicos Makris,et al. Prediction of Observed Bridge Response with Soil-Pile–Structure Interaction , 1994 .
[69] Ricardo Dobry,et al. SIMPLE METHOD FOR DYNAMIC STIFFNESS AND DAMPING OF FLOATING PILE GROUPS , 1988 .