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| Title | DOI |
|---|---|
| https://doi.org/10.2208/jscej.2000.666_279 | EFFECTS OF SHAKING CONDITIONS AND MATERIAL PROPERTIES ON DYNAMIC BEHAVIOR OF TERRE ARMEE FOUNDATION AND 3-HINGE ARCH |
| https://doi.org/10.2208/jscej.1999.626_27 | SEISMIC ISOLATION EFFECT FOR TUNNEL WITH SOFT ISOLATION LAYERS |
| https://doi.org/10.2208/jscej.2001.668_55 | FATIGUE TESTS OF A COMPOSITE GIRDER WITH CORRUGATED WEB |
| https://doi.org/10.2208/jscej.1999.631_109 | MATERIAL AND MECHANICAL CHARACTERISTICS OF THE FRP-KEY JOINT FOR SHIELD TUNNEL SEGMENTS |
| https://doi.org/10.2208/jscej1969.1982.326_83 | ON THE YIELD CURVE OF SAND IN A PARTICLE-CRUSHING REGION |
| https://doi.org/10.2208/jscej.1995.526_97 | MULTI-COMPONENT MODEL FOR HYDRATION HEAT OF PORTLAND CEMENT |
| https://doi.org/10.2208/jscej.1995.525_69 | A PROPOSAL FOR CHECK OF ULTIMATE EARTHQUAKE RESISTANCE OF PARTIALLY CONCRETE FILLED STEEL BRIDGE PIERS |
| https://doi.org/10.2208/jscej.2000.662_105 | STUDY ON FRP-CONCRETE INTERFACE BOND PERFORMANCE |
| https://doi.org/10.2208/jscej.1994.489_251 | REFINEMENT AND APPLICATION OF AN ESTIMATION PROCEDURE FOR SITE NATURAL PERIODS USING MICROTREMOR |
| https://doi.org/10.2208/jscej.1987.378_249 | NONLINEAR BEHAVIOR OF CRACKED REINFORCED CONCRETE PLATE ELEMENT UNDER UNIAXIAL COMPRESSION |
| https://doi.org/10.2208/jscej.1999.634_197 | ANALYSIS OF BOND AND DEBONDING BEHAVIOR OF CONTINUOUS FIBER SHEET BONDED ON CONCRETE |
| https://doi.org/10.2208/jscej.2001.668_299 | STUDY ON CHARACTERISTICS OF CORROSION DAMAGES IN STEEL BRIDGE MEMBERS |
| https://doi.org/10.2208/jscej.1989.412_143 | A UNIFIED LAW FOR DILATANCY UNDER MULTI-DIRECTIONAL SIMPLE SHEARING |
| https://doi.org/10.2208/jscej.1994.497_41 | FLOOD DISCHARGE OBSERVATION USING RADIO CURRENT METER |
| https://doi.org/10.2208/jscej.1999.631_161 | EVALUATION OF DISSIPATION ENERGY ACCUMULATED IN SURFACE GROUND AND ITS APPLICATION TO LIQUEFACTION PREDICTION |
| https://doi.org/10.2208/jscej.1984.351 | MODIFICATION OF EARTHQUAKE RESPONSE SPECTRA WITH RESPECT TO DAMPING |
| https://doi.org/10.2208/jscej.2001.694_195 | EVALUATION OF ELASTIC SHEAR MODULUS G IN LABORATORY BENDER ELEMENT TEST |
| https://doi.org/10.2208/jscej.1995.513_27 | A CONSTITUTIVE EQUATION FOR STRUCTURAL STEELS BASED ON A MONOTONIC LOADING CURVE UNDER CYCLIC LOADING |
| https://doi.org/10.2208/jscej.1985.360_1 | NON-LINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE |
| https://doi.org/10.2208/jscej.2000.660_79 | A BASIC STUDY ON TRIP RESERVATION SYSTEMS FOR RECREATIONAL TRIPS ON MOTORWAYS |
| https://doi.org/10.2208/jscej.1985.358_129 | BEHAVIOR AND SIMULATION OF SANDY GROUND TUNNEL |
| https://doi.org/10.2208/jscej.1998.591_273 | BRITTLE FRACTURE AT BEAM-TO-COLUMN CONNECTION DURING EARTHQUAKE |
| https://doi.org/10.2208/jscej.2001.669_109 | FORMULATION OF ORTHOTROPIC CONSTITUTIVE MODEL FOR CONCRETE MATERIALS UNDER HIGH STRAIN-RATES AND TRIAXIAL STRESS STATES |
| https://doi.org/10.2208/jscej1969.1973.219_37 | A STUDY ON THE COMPUTATION OF HORIZONTAL DISTANCE OF JET ISSUED FROM SKI-JUMP SPILLWAY |
| https://doi.org/10.2208/jscej.1992.443_27 | ON THE GROIN ARRANGEMENT IN MEANDERING RIVERS |
| https://doi.org/10.2208/jscej.1999.625_89 | A STUDY ON GEOMETRIC CORRECTION OF HISTORICAL MAPS |
| https://doi.org/10.2208/jscej.1993.467_49 | FIELD MEASUREMENTS OF RIVER TURBULENCE AND SECONDARY CURRENTS IN STRAIGHT RIVERS |
| https://doi.org/10.2208/jscej.1994.496_1 | MIX DESIGN METHOD FOR SELF-COMPACTABLE CONCRETE |
| https://doi.org/10.2208/jscej.2001.672_117 | A STUDY ON A METHOD FOR DETERMINING NON-LINEAR CRITICAL LINE OF SLOPE FAILURES DURING HEAVY RAINFALL BASED ON RBF NETWORK |
| https://doi.org/10.2208/jscej.1988.394_21 | EXTENSION OF SIMPLIFIED BISHOP METHOD, SIMPLIFIED JANBU METHOD AND SPENCER'S METHOD TO THREE DIMENSIONS |
| https://doi.org/10.2208/jscej1969.1981.312_107 | AN ANALYSIS OF EXCAVATION IN STRAIN-SOFTENING ROCK MASS |
| https://doi.org/10.2208/jscej.1986.376_131 | IN-SITU TESTS AND CONSIDERATION ON SHIELD TUNNEL IN THE LONGITUDINAL DIRECTION |
| https://doi.org/10.2208/jscej.1989.404_395 | DYNAMIC ANALYSIS METHOD FOR 3-D SOIL-STRUCTURE INTERACTION SYSTEMS WITH THE VISCOUS BOUNDARY BASED ON THE PRINCIPLE OF VIRTUAL WORK |
| https://doi.org/10.2208/jscej.2001.689_239 | DECREASE IN STRESS IN STEEL PLATES BY CARBON FIBER SHEETS AND DEBONDING SHEARING STRESS |
| https://doi.org/10.2208/jscej.1986.369_89 | INVESTIGATION ON THREE-DIMENSIONAL TURBULENT STRUCTURE IN UNIFORM OPEN-CHANNEL AND CLOSED DUCT FLOWS |
| https://doi.org/10.2208/jscej.2000.648_137 | AN EVALUATION MODEL OF DUCTILITY CAPACITY OF REINFORCED CONCRETE BRIDGE PIERS CONFINED WITH CARBON FIBER SHEET |
| https://doi.org/10.2208/jscej.1998.591_365 | SIMULATION OF EVACUATION BEHAVIOR IN A DISASTER BY DISTINCT ELEMENT METHOD |
| https://doi.org/10.2208/jscej.2001.689_45 | EFFECT OF UNBONDING OF MAIN REINFORCEMENTS AT PLASTIC HINGE REGION FOR ENHANCING DUCTILITY OF REINFORCED CONCRETE BRIDGE COLUMNS |
| https://doi.org/10.2208/jscej.1987.380_311 | EFFECT OF DIRECTIONS OF CONCRETE PLACING ON BEHAVIOR OF HEADED STUD SHEAR CONNECTORS IN PUSH-OUT TESTS |
| https://doi.org/10.2208/jscej.1999.633_193 | SHEAR STRENGTH OF PERFOBOND RIB SHEAR CONNECTOR UNDER THE CONFINEMENT |
| https://doi.org/10.2208/jscej.1992.445_93 | THE ESTIMATION OF PRE-STRESS FROM AE CHARACTERISTICS IN CYCLIC LOADING OF THE PRE-STRESSED ROCK |
| https://doi.org/10.2208/jscej.2001.669_173 | STUDY ON ESTIMATION OF CORROSION RATE OF REINFORCING STEEL IN CONCRETE BY MEASURING POLARIZATION RESISTANCE |
| https://doi.org/10.2208/jscej.1985.354_81 | BEHAVIOR OF REINFORCED CONCRETE MEMBERS SUBJECTED TO DYNAMIC LOADING |
| https://doi.org/10.2208/jscej.1987.385_69 | PREDICTION AND CONTROL OF BEHAVIORS ON DRIVING SHIELDS USING KALMAN FILTER THEORY |
| https://doi.org/10.2208/jscej.1995.519_127 | LOCAL STRESS AND FATIGUE STRENGTH OF THE JOINT BETWEEN LONGITUDINAL AND TRANSVERSE RIBS IN ORTHOTROPIC STEEL DECK PLATE |
| https://doi.org/10.2208/jscej.2000.640_119 | EMPIRICAL MODELING OF PHASE SPECTRUM OF EARTHQUAKE MOTION |
| https://doi.org/10.2208/jscej.1989.408_51 | ANALYTICAL MODEL FOR A REINFORCED CONCRETE PANEL ELEMENT SUBJECTED TO REVERSED CYCLIC IN-PLANE STRESSES |
| https://doi.org/10.2208/jscej.1998.609_1 | DEVELOPMENT AND IMPROVEMENT OF THE JAPANESE COASTAL WAVE OBSERVATION NETWORK (NOWPHAS) |
| https://doi.org/10.2208/jscej.2001.686_121 | A NEW ROCK MASS CLASSIFICATION METHOD AT TUNNEL FACE FOR TUNNEL SUPPORT SYSTEM |
| https://doi.org/10.2208/jscej.2001.673_189 | GEOMATERIAL SINGLE PARTICLE CRUSHING CHARACTERISTICS |
| https://doi.org/10.2208/jscej.2000.660_39 | ANALYSIS OF BOTTLENECK PHENOMENA AT BASIC FREEWAY SEGMENTS |
| https://doi.org/10.2208/jscej.1993.469_25 | CONSIDERATIONS OF PERMEABILITY RELATED TO PHYSICAL PROPERTIES OF PARTICLES BASED ON THE MEASUREMENT OF SPECIFIC SURFACE AREA |
| https://doi.org/10.2208/jscej.2000.654_335 | EVALUATION OF DAMAGE MECHANISM OF SUBWAY STATION BASED ON THE DIFFERENCE DAMAGE BETWEEN TWO DAMAGED SUBWAY STATIONS DUE TO THE EARTHQUAKE |
| https://doi.org/10.2208/jscej.1999.617_235 | BEARING CAPACITY IMPROVEMENT BY WRAPPINGAPART OF FOUNDATION. |
| https://doi.org/10.2208/jscej.1998.606_75 | EXPERIMENTAL STUDY TO DETERMINE THE TENSION SOFTENING CURVE OF CONCRETE |
| https://doi.org/10.2208/jscej.1994.484_61 | DEVELOPMENT OF STRUCTURAL EVALUATION AND REHABILITATION DESIGN SYSTEM FOR PAVEMENT USING FWD |
| https://doi.org/10.2208/jscej.1985.363_23 | A REVIEW OF THE STUDY ON RUNOFF CHANGES DUE TO URBANIZATION |
| https://doi.org/10.2208/jscej.1990.419_123 | SOME ASPECTS OF THE DYNAMIC EQUILIBRIUM ASSIGNMENT IN OVERSATURATED NETWORKS |
| https://doi.org/10.2208/jscej.2000.658_93 | THE CHARACTERISTICS OF ASPHALT-BASED MATERIAL FOR THE SEISMIC ISOLATION APPLIED TO THE UNDERGROUND STRUCTURE |
| https://doi.org/10.2208/jscej.1998.595_127 | PROPOSITION OF DESIGN METHOD OF SPREAD FOUNDATION CONSIDERING LARGE SCALE EARTHQUAKE FORCE |
| https://doi.org/10.2208/jscej.2001.669_253 | A STUDY ON MIX PROPORTIONS AND PROPERTIES OF STEEL FIBER REINFORCED ROLLER COMPACTED CONCRETE FOR PAVEMENTS |
| https://doi.org/10.2208/jscej.1999.620_187 | SHEAR BEHAVIOR ANALYSES OF RC BEAMS USING ROTATING CRACK MODEL |
| https://doi.org/10.2208/jscej.2001.675_1 | TREND OF STUDIES ON HIGH-STRENGTH FRICTION GRIP BOLT JOINT |
| https://doi.org/10.2208/jscej.1995.507_201 | DESIGN FORMULA OF REINFORCED CONCRETE STRUCTURES AGAINST RIGID MISSILE IMPACT |
| https://doi.org/10.2208/jscej.1991.428_127 | A STUDY ON INITIAL DEFLECTIONS AND RESIDUAL STRESSES IN STEEL PLATES WITH CLOSED CROSS-SECTIONAL STIFFENERS |
| https://doi.org/10.2208/jscej.1994.496_9 | HISTORY AND DEVELOPMENTS OF ACOUSTIC EMISSION IN CONCRETE ENGINEERING |
| https://doi.org/10.2208/jscej.1995.520_35 | DRYING SHRINKAGE MODEL OF CONCRETE BASED ON MICROMECHANISM IN CONCRETE |
| https://doi.org/10.2208/jscej.1999.624_255 | DYNAMIC BEHAVIOR OF 3-HINGE ARCH IN TERRE ARMEE FOUNDATION |
| https://doi.org/10.2208/jscej.1991.428_77 | CONDITIONS OF A CRACK INITIATION OR A DEBONDING EXTENSION AT A DEBONDED TIP OF THE PARTIALLY BONDED BIMATERIAL HALF PLANES |
| https://doi.org/10.2208/jscej.1987.384_129 | STUDY ON GROUT FLOW IN PIPE WITH SLIDING AT WALL |
| https://doi.org/10.2208/jscej1969.1974.225_17 | THEORY ON GENERATION OF SHORE-CURRENT SYSTEM |
| https://doi.org/10.2208/jscej.2001.670_49 | NUMERICAL ANALYSIS OF TSUNAMI BY USING 2D/3D HYBRID MODEL |
| https://doi.org/10.2208/jscej1969.1983.340_67 | STATIC BEHAVIOR OF CURVED COMPOSITE BOX GIRDERS |
| https://doi.org/10.2208/jscej.1984.243 | LOAD DISTRIBUTION BY JOINT IN PIPE BEAM ROOF |
| https://doi.org/10.2208/jscej.2001.680_155 | CENTRIFUGAL MODELING OF LATERALLY LOADED SINGLE PILE IN SAND |
| https://doi.org/10.2208/jscej.1999.613_71 | DETERIORATION PROCESS AND ESTIMATION OF DURABILITY OF REINFORCED CONCRETE BEAMS IN LONG-TERM EXPOSURE TO MARINE ENVIRONMENT |
| https://doi.org/10.2208/jscej1969.1982.93 | AN EVALUATION TECHNIQUE OF DISPLACEMENT MEASUREMENTS IN TUNNELS |
| https://doi.org/10.2208/jscej1969.1982.79 | GRAIN STRESSES AND FLOW PROPERTIES OF DEBRIS FLOW |
| https://doi.org/10.2208/jscej.1984.348_133 | Punching Shear Load Equation of Reinforced Concrete Slabs |
| https://doi.org/10.2208/jscej.1993.464_63 | RISK-MINIMIZED CAR ROUTE ASSIGNMENT STRATEGY CONSIDERING DRIVERS' RESPONSES TO TRAVEL TIME VARIATION |
| https://doi.org/10.2208/jscej.1988.398_413 | A STUDY ON THE EFFECTIVENESS OF T. M. D. TO SUPPRESS A COUPLED FLUTTER OF BRIDGE DECK |
| https://doi.org/10.2208/jscej.1991.436_93 | RING SHEAR CHARACTERISTICS OF CLAYS IN FRACTURED-ZONE-LANDSLIDE |
| https://doi.org/10.2208/jscej.1994.37 | APPLICATION OF GENETIC ALGORITHMS TO DETERMINING PRIORITY OF URBAN ROAD IMPROVEMENT |
| https://doi.org/10.2208/jscej.2000.654_297 | A STRESS-STRAIN MODEL FOR UNLOADING AND RELOADING OF CONCRETE CONFINED BY TIE REINFORCEMENT |
| https://doi.org/10.2208/jscej.1995.45 | A STUDY ON THE BOTTLENECK PHENOMENA AND CAR-FOLLOWING BAHAVIOUR ON SAGS OF MOTORWAYS |
| https://doi.org/10.2208/jscej.1998.585_79 | MODELING OF CHLORIDE ION MOVEMENT AT THE SURFACE LAYER OF HARDENED CONCRETE |
| https://doi.org/10.2208/jscej.1993.463_25 | SHEAR CHARACTERISTICS OF SILT CONTAINING SAND |
| https://doi.org/10.2208/jscej.1999.634_157 | RE-FORMULATION OF SPATIALLY AVERAGED RC CONSTITUTIVE MODEL WITH QUASI-ORTHOGONAL BI-DIRECTIONAL CRACKING |
| https://doi.org/10.2208/jscej.1994.501_1 | LIFE TIME AND MAINTENANCE OF HIGHWAY BRIDGES |
| https://doi.org/10.2208/jscej.2001.693_205 | RISK SHARING IN CONSTRUCTION CONTRACTS |
| https://doi.org/10.2208/jscej.1998.592_37 | A STRESS-STRAIN MODEL FOR CONCRETE CYLINDERS CONFINED BY CARBON FIBER SHEETS |
| https://doi.org/10.2208/jscej.1988.392_403 | DATA BASE FOR FATIGUE CRACKINGS IN STEEL BRIDGES |
| https://doi.org/10.2208/jscej1969.1981.312_39 | EXPERIMENTAL STUDIES OF TIME MEAN FLOWS AROUND RECTANGULAR PRISMS |
| https://doi.org/10.2208/jscej.2000.647_177 | AN EMPIRICAL IMPACT RESISTANT DESIGN FORMULA OF RC BEAMS WITH STATICALLY BENDING FAILURE MODE |
| https://doi.org/10.2208/jscej.2001.669_161 | ANALYTICAL STUDY ON CRACK GENERATION SITUATION AND CRACK WIDTH DUE TO REINFORCING STEEL CORROSION |
| https://doi.org/10.2208/jscej.2001.691_43 | DEVELOPMENT OF A BASIN RUNOFF SIMULATION SYSTEM BASED ON A NEW DIGITAL TOPOGRAPHIC MODEL |
| https://doi.org/10.2208/jscej1969.1983.330_107 | SLOPE FAILURE DUE TO SEEPAGE OF RAINWATER |
| https://doi.org/10.2208/jscej.1987.380_1 | STABILITY DESIGN OF STEEL STRUCTURES |
| https://doi.org/10.2208/jscej.1999.624_191 | DETERMINATION OF UNSATURATED SOIL HYDRAULIC PROPERTIES FROM TRANSIENT OUTFLOW EXPERIMENTS USING GENETIC ALGORITHMS |
| https://doi.org/10.2208/jscej1969.1981.309_25 | DISTORSIONAL STRESS ANALYSIS AND DESIGN AID FOR HORIZONTALLY CURVED BOX GIRDER BRIDGES WITH DIAPHRAMS |