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Aiken I.
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THE CURRENT LIMITATIONS OF DISPLACEMENT BASED DESIGN -- |
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THE LIMITATIONS OF PERFORMANCE OF DIFFERENT DISPLACEMENT BASED DESIGN METHODS -- |
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Mander J.et al
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THREE - DIMENSIONAL FINITE ELEMENT ANALYSIS OF PILE GROUPS UNDER LATERAL LOADING -- |
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UNCERTAINTY AND SOIL-STRUCTURE INTERACTION EFFECTS ON THE SEISMIC RESPONSE EVALUATIONS OF BASE ISOLATED BRIDGE STRUCTURES -- |
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VISCOUS DAMPING IN SEISMIC DESIGN AND ANALYSIS -- |
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VISCOUS DAMPING IN SEISMIC DESIGN AND ANALYSIS -- |
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WHICH SPECTRAL ACCELERATION ARE YOU USING? -- |
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MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING -- |
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NONLINEAR STATIC AND DYNAMIC ANALYSIS OF REINFORCED CONCRETE SUBASSEMBLAGES -- |
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OPENSEES UCD COMPUTATIONAL GEOMECHANICS: COMMAND MANUAL -- |
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PERFORMANCE - BASED SEISMIC DESIGN CONCEPTS AND IMPLEMENTATION -- |
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Fajfar P., Krawinkler H.
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PERFORMANCE MODELING STRATEGIE PERFORMANCE MODELING STRATEGIES FOR MODERN REINFORCED CONCRETE BRIDGE COLUMNS -- |
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Berry M., Eberhard M.
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PERFORMANCE MODELS FOR FLEXURAL DAMAGE IN REINFORCED CONCRETE COLUMNS -- |
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PERFORMANCE OF CIRCULAR REINFORCED CONCRETE BRIDGE COLUMNS UNDER BIDIRECTIONAL EARTHQUAKE LOADING -- |
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PERFORMANCE-BASED SEISMIC UPGRADE OF A 14-STORY SUSPENDED SLAB BUILDING USING STATE-OF-THE-ART ANALYSIS AND CONSTRUCTION TECHNIQUES -- |
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PRELIMINARY SEISMIC VULNERABILITY ASSESSMENT OF EXISTING REINFORCED CONCRETE BUILDINGS IN TURKEY PART I: STATISTICAL MODEL BASED ON STRUCTURAL CHARACT -- |
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Ozcebe G., Yucemen M., Aydogan V., Yakut A.
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PSEUDO-DYNAMIC TESTING OF A LARGE SCALE COMPOSITE MRF UNDER EARTHQUAKE LOADING CONDITIONS -- |
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Herrera R. et al
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RECOMMENDED LRFD GUIDELINES FOR THE SEISMIC DESIGN OF HIGHWAY BRIDGES -- |
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RECOMMENDED LRFD GUIDELINES FOR THE SEISMIC DESIGN OF HIGHWAY BRIDGES -- |
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Lee M., Mayes R., Friedland I.
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RECORD SELECTION FOR NONLINEAR SEISMIC ANALYSIS OF STRUCTURES -- |
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Iervolinoa I. and Cornell C.
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Reinforced Concrete Structural Walls Designed According to the 1997 UBC-ELF and Direct Displacement-Based Methods -- |
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RELATION BETWEEN PROBABILISTIC SEISMIC DEMAND ANALYSIS AND INCREMENTAL DYNAMIC ANALYSIS -- |
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Revised Interim Guidelines Performance-Based Seismic Engineering / Force-Displacement Approach for Performance-Based Seismic Engineering -- |
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SEAOC
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SALLOP: SIMPLE APPROACH FOR LATERAL LOADS ON PILES -- |
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SEISMIC ANALYSIS MODELING TO SATISFY BUILDING CODES / THE CURRENT BUILDING CODES USE THE TERMINOLOGY PRINCIPAL DIRECTION WITHOUT A UNIQUE DEFINITION -- |
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SEISMIC ANALYSIS OF BRIDGE STRUCUTURES -- |
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Caltrans
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SEISMIC DESIGN METHODOLOGY / INDEX TO SEISMIC RELATED MEMOS -- |
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Caltrans
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SEISMIC DESIGN OF DRILLED SHAFT BENTS WITH SOIL-STRUCTURE -- |
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SEISMIC RESPONSE OF DRILLED SHAFT SUPPORTED CONTINUOUS BRIDGE STRUCTURE -- |
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SEISMIC RESPONSE OF MULTI-SPAN SIMPLY SUPPORTED BRIDGES TO A SPATIALLY VARYING EARTHQUAKE GROUND MOTION -- |
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Zanardo G., Hao H. and Modena C
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SEISMIC SIMULATION OF INELASTIC SOILS VIA FREQUENCY-DEPENDENT MODULI AND DAMPING -- |
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EARTHQUAKE ACTIONS IN SEISMIC CODES: CAN CURRENT APPROACHES MEET THE NEEDS OF PBSD? -- |
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BOMMER J.
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EARTHQUAKE VULNERABILITY OF SCHOOL BUILDINGS IN ALGERIA -- |
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Fouad Bendimerad
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ELASTOMERIC BEARINGS FOR THREE-DIMENSIONAL SEISMIC ISOLATION -- |
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Tajirian F. et al
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EQUIVALENT VISCOUS DAMPING FOR DIRECT DISPLACEMENT BASED DESIGN -- |
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EVALUATION OF PILE DIAMETER EFFECT ON INITIAL MODULUS OF SUBGRADE REACTION -- |
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EXPERIMENTAL EVALUATION OF LATERAL-LOAD RESISTANCE OF PILE CAPS -- |
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Mokwa R. and Duncan M.
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EXPERIMENTAL STUDIES OF MECHANICAL OF THREE TYPES OF SEISMIC ISLOATION BEARINGS -- |
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FLEXURAL DUCTILITY OF FULL-SCALE RC BRIDGE COLUMNS SUBJECTED TO CYCLIC LOADING -- |
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FLEXURAL STRENGTH AND DUCTILITY OF EXTENDED PILE-SHAFTS. I: ANALYTICAL MODEL -- |
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GENERATION AND ANALYSIS OF SPECTRUM - COMPATIBLE EARTHQUAKE TIME - HISTORIES USING WAVELETS -- |
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IMPEDANCES FOR RADIALLY INHOMOGENEOUS VISCOELASTIC -- |
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IMPLEMENTATION OF DISPLACEMENT BASED DESIGN FOR HIGHWAY BRIDGES -- |
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IMPROVED ANALYTICAL MODEL FOR SHEAR STRENGTH OF CIRCULAR REINFORCED CONCRETE COLUMNS IN SEISMIC REGIONS -- |
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INELASTIC DISPLACEMENT PATTERNS IN SUPPORT OF DIRECT DISPLACEMENT-BASED DESIGN FOR CONTINUOUS BRIDGE STRUCTURES -- |
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INELASTIC SEISMIC RESPONSE OF BRIDGE DRILLED-SHAFT RC PILE/COLUMNS -- |
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Budek A. et al
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INELASTIC SEISMIC RESPONSE OF EXTENDED PILE-SHAFT-SUPPORTED BRIDGE STRUCTURES -- |
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INFLUENCE OF TENSION STRAIN ON BUCKLING OF REINFORCEMENT IN RC BRIDGE COLUMNS -- |
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Moyer M., Kowalsky M.
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INFLUENCE OF TENSION STRAIN ON BUCKLING OF REINFORCEMENT IN RC BRIDGE COLUMNS -- |
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James M., Kowalsky M.
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INTERNATIONAL CODE COUNCIL, INC.
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LIMITS OF APPLICABILITY OF CONVENTIONAL AND ADAPTIVE PUSHOVER ANALYSIS FOR SEISMIC RESPONSE ASSESSMENT -- |
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Papanikolaou V., Elnashai A., Pareja J.
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MODELING LATERAL SOIL-PILE RESPONSE BASED ON SOIL-PILE INTERACTION -- |
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Ashour M. and Norris G.
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MODELING OF THE HUMBOLDT-BAY BRIDGE -- |
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Sherif K., Poly C. ,Elgamal A.
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MODERN SEISMIC PROTECTION SYSTEMS FOR CIVIL AND INDUSTRIAL STRUCTURES -- |
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Martelli A.
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MOMENT AMPLIFICATION FACTOR FOR P-d EFFECT OF STEEL BEAM-COLUMN -- |
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Chen S. and Wang W.
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Comprehensive Specification for the Seismic Design of Bridges -- |
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COMPUTER PROGRAMAS FOR CONCRETE COLUMN DESIGN -- |
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CONSEQUENCES OF USING RAYLEIGH DAMPING IN INELASTIC RESPONSE HISTORY ANALYSIS -- |
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CORRELATION OF RESPONSE SPECTRAL VALUES FOR MULTICOMPONENT GROUND MOTIONS -- |
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DAMPING/GLOBAL ENERGY BALANCE IN FE MODEL OF BRIDGE FOUNDATION LATERAL RESPONSE -- |
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DEFORMATION LIMIT STATES FOR CIRCULAR REINFORCED CONCRETE BRIDGE COLUMNS -- |
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DESIGN AND ULTIMATE LEVEL EARTHQUAKE TESTS OF A 1/2.5 SCALE BASE-ISOLATED REINFORCED-CONCRETE BUILDING -- |
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DESIGN PROCEDURES FOR BUILDINGS INCORPORATING HYSTERETIC DAMPING DEVICES -- |
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Clark P. et al
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DETAILED PROCEDURES FOR PERFORMANCE EVALUATION -- |
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FEMA
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DEVELOPMENT OF GEOTECHNICAL CAPABILITIES IN OPENSEES -- |
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DIRECT DISPLACEMENT-BASED SEISMIC DESIGN OF CONCRETE BUILDINGS -- |
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DIRECT ESTIMATION OF SEISMIC DEMAND AND CAPACITY OF MULTIDEGREE-OF-FREEDOM SYSTEMS THROUGH INCREMENTAL DYNAMIC ANALYSIS OF SINGLE DEGREE OF FREEDOM AP -- |
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DIRECT ESTIMATION OF THE SEISMIC DEMAND AND CAPACITY OF MDOF SYSTEMS THROUGH INCREMENTAL DYNAMIC ANALYSIS OF AN SDOF APPROXIMATION -- |
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DIRECT INELASTIC EARTHQUAKE DESIGN USING SECANT STIFFNESS -- |
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Park H., Eom T.
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DISPLACEMENT-BASED DESIGN OF CONTINUOUS CONCRETE BRIDGES UNDER TRASNVERSE SEISMIC EXITATION -- |
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DISPLACEMENT-BASED DESIGN OF RC BRIDGE COLUMNS IN SEISMIC -- |
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Does capacity design do the job? An examination of higher mode effects in cantilever walls -- |
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Priestley M.
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DYNAMIC ANALYSIS / FORCE EQUILIBRIUM IS FUNDAMENTAL IN -- |
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DYNAMIC ANALYSIS USING MODE SUPERPOSITION / THE MODE SHAPES USED TO UNCOUPLE THE DYNAMIC EQUILIBRIUM EQUATIONS NEED NOT BE THE EXACT FREE-VIBRATION MO -- |
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DYNAMIC ANALYSIS USING RESPONSE SPECTRUM SEISMIC LOADING / PRIOR TO THE EXISTENCE OF INEXPENSIVE PERSONAL COMPUTERS -- |
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Dynamic Behaviour of Reinforced Concrete Frames Designed with Direct Displacement - Based Design -- |
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Pettinga J.
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DYNAMIC CHARACTERISTICS OF A LONG SPAN SEISMIC ISOLATED BRIDGE -- |
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Boroschek R. et al
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3D PUSHOVER OF IRREGULAR REINFORCED CONCRE -- |
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Lopez M.
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A DISPLACEMENT-BASED ADAPTIVE PUSHOVER FOR ASSESSMENT OF BUILDINGS AND BRIDGES -- |
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Pinho R., Antoniou S., Casarotti C.
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A FIBER BEAM - COLUMN ELEMENT FOR SEISMIC RESPONSE ANALYSIS OF REINFORCED CONCRETE STRUCTURES -- |
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Taucer F., Spacone E., Filippou F.
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A NEW IN SITU TORSIONAL TEST TO ASSESS MASO -- |
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Ventura P and Sorrentino L.
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A STUDY USING SINGLE-DEGREE-OF-FREEDOM MODELS TO DETERMINE TYPES OF BUILDINGS INFLUENCED BY VERTICAL ACCELERATIONS -- |
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Spears P. and Charney F.
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AN ANALYTICAL HYSTERESIS MODEL FOR ELASTOMERIC SEISMIC ISOLATION BEARINGS -- |
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Kikuchi M., Aiken I.
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AN APPLICATION OF PEER PERFORMANCE-BASED EARTHQUAKE ENGINEERING METHODOLOGY -- |
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Moehle J.,Stojadinovic B., Der A., Yang T.
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