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| Title | DOI |
|---|---|
| https://doi.org/10.2208/jscej.1986.376_221 | STUDY ON LIQUEFACTION-INDUCED PERMANENT GROUND DISPLACEMENTS AND EARTHQUAKE DAMAGE |
| https://doi.org/10.2208/jscej1969.1982.325_61 | CHARACTERISTICS OF CELLULOSE AND GLUCOSE DECOMPOSITION IN ACIDOGENIC PHASE OF ANAEROBIC DIGESTION |
| https://doi.org/10.2208/jscej.1988.398_319 | AN EVALUATION METHOD OF LONGITUDINAL STIFFNESS OF SHIELD TUNNEL LININGS FOR APPLICATION TO SEISMIC RESPONSE ANALYSES |
| https://doi.org/10.2208/jscej.1984.348_175 | EXPERIMENTAL STUDIES ON THE SHEAR STRENGTH OF LARGE REINFORCED CONCRETE BEAMS UNDER UNIFORMLY DISTRIBUTED LOAD |
| https://doi.org/10.2208/jscej.1995.508_89 | EVALUATION OF SHEAR STRENGTH OF CONCRETE BEAMS REINFORCED WITH FRP |
| https://doi.org/10.2208/jscej1969.1984.342_87 | REGIME CRITERIA ON BARS AND BRAIDS IN ALLUVIAL STRAIGHT CHANNELS |
| https://doi.org/10.2208/jscej.2001.682_415 | STIFFNESS DESIGN OF ISOLATION RUBBER FOR CENTER COLUMNS OF TUNNEL |
| https://doi.org/10.2208/jscej.1990.420_33 | CHANGE IN MICRO-STRUCTURE OF CONCRETE DUE TO CARBONATION |
| https://doi.org/10.2208/jscej.2000.656_145 | STUDY ON THE CHARACTERISTICS OF FLOW IN CHANNELS WITH IMPERMEABLE SPUR DIKES |
| https://doi.org/10.2208/jscej.2001.669_135 | STRESS-STRAIN MODEL WITH DYNAMIC STRAIN SOFTENING BEHAVIORS FOR CONCRETE MATERIALS UNDER TRIAXIAL COMPRESSIVE STRESS STATES |
| https://doi.org/10.2208/jscej.1986.372_167 | REVALUATION OF THE EQUATION FOR SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS WITHOUT WEB REINFORCEMENT |
| https://doi.org/10.2208/jscej.1994.490_61 | EVALUATION OF SELF-COMPACTABILITY OF FRESH CONCRETE USING THE FUNNEL TEST |
| https://doi.org/10.2208/jscej.2000.648_71 | FUNDAMENTAL STUDY ON BOND MECHANISM OF CARBON FIBER SHEET |
| https://doi.org/10.2208/jscej.2000.648_203 | MODELING OF PH PROFILE IN PORE WATER BASED ON MASS TRANSPORT AND CHEMICAL EQUILIBRIUM THEORY |
| https://doi.org/10.2208/jscej.1987.378_213 | BOND CHARACTERISTICS IN POST-YIELD RANGE OF DEFORMED BARS |
| https://doi.org/10.2208/jscej.1994.501_163 | ESTIMATING METHOD OF CABLE TENSION FROM NATURAL FREQUENCY OF HIGH MODE |
| https://doi.org/10.2208/jscej.1998.596_189 | A STUDY ON GROUND DISPLACEMENT CAUSED BY SOIL LIQUEFACTION |
| https://doi.org/10.2208/jscej.1986.376_211 | OBSERVATION OF PERMANENT GROUND DISPLACEMENTS INDUCED BY SOIL LIQUEFACTION |
| https://doi.org/10.2208/jscej.2000.659_27 | DAMAGE TO MOUNTAIN TUNNELS BY EARTHQUAKE AND ITS MECHANISM |
| https://doi.org/10.2208/jscej.1992.451_119 | FACTORS AFFECTING CONCRETE CARBONATION RATIO |
| https://doi.org/10.2208/jscej.1990.414_99 | MECHANISM OF CARBONATION AND PREDICTION OF CARBONATION PROCESS OF CONCRETE |
| https://doi.org/10.2208/jscej1969.1981.316_37 | BANK-EROSION DISCHARGE BASED ON A NON-EQUILIBRIUM THEORY |
| https://doi.org/10.2208/jscej.1995.522_23 | DEVELOPMENT OF SELF-COMPACTING HIGH PERFORMANCE CONCRETE |
| https://doi.org/10.2208/jscej1969.1981.309_51 | EFFECTS OF BASIN GEOLOGY ON RIVER-FLOW REGIME IN MOUNTAINOUS AREAS OF JAPAN |
| https://doi.org/10.2208/jscej.1999.638_71 | A SIMPLIFIED PRACTICAL METHOD FOR EVALUATING LIQUEFACTION-INDUCED FLOW |
| https://doi.org/10.2208/jscej.1998.591_243 | INVESTIGATION OF THE BRITTLE FRACTURE AT THE CORNER OF P75 RIGID-FRAME PIER IN KOBE HARBOR HIGHWAY DURING THE HYOGOKEN-NANBU EARTHQUAKE |
| https://doi.org/10.2208/jscej.1989.404_385 | EVALUATION PROCEDURE FOR SEISMIC STRESS DEVELOPED IN SHIELD TUNNELS BASED ON SEISMIC DEFORMATION METHOD |
| https://doi.org/10.2208/jscej.1993.478_91 | CHARACTERISTICS OF EXPANSIVE PRESSURE OF AN EXPANSIVE DEMOLITION AGENT AND THE DEVELOPMENT OF NEW PRESSURE TRANSDUCERS |
| https://doi.org/10.2208/jscej.1988.394_79 | STUDY ON THE ANALYTICAL MODEL OF SHIELD TUNNEL IN LONGITUDINAL DIRECTION |
| https://doi.org/10.2208/jscej.2000.647_415 | AN ESTIMATING METHOD FOR THE AVERAGE S-WAVE VELOCITY OF GROUND FROM THE PHASE VELOCITY OF RAYLEIGH WAVE |
| https://doi.org/10.2208/jscej1969.1982.323_77 | DYNAMIC AND KINEMATIC FEATURES OF SAND WAVES IN UPPER REGIME |
| https://doi.org/10.2208/jscej.1989.407_107 | A COMPARATIVE STUDY OF APPROXIMATION METHODS OF TERMINAL RELIABILITY ANALYSIS FOR ROAD NETWORKS |
| https://doi.org/10.2208/jscej1969.1983.333_137 | APPLICATION OF CUNDALL'S DISCRETE BLOCK METHOD TO GRAVITY FLOW ANALYSIS OF ROCK-LIKE GRANULAR MATERIALS |
| https://doi.org/10.2208/jscej.1999.628_177 | MULTI-DIRECTIONAL SPECTRAL WAVE TRANSFORMATION MODEL INCLUDING DIFFRACTION EFFECT |
| https://doi.org/10.2208/jscej.1998.588_191 | MULTIOBJECTIVE OPTIMIZATION OF MAINTENANCE PLANNING FOR EXISTING BRIDGES BY USING BRIDGE MANAGEMENT SYSTEM (BMS) |
| https://doi.org/10.2208/jscej.1986.371_1 | CAPACITY OF MOTORWAY BOTTLENECKS |
| https://doi.org/10.2208/jscej.1995.513_129 | DYNAMIC INTERACTION ANALYSIS FOR RAILWAY VEHICLES AND STRUCTURES |
| https://doi.org/10.2208/jscej.1987.388_85 | BEHAVIOR OF SHIELD SEGMENT RING REINFORCED BY SECONDARY LINING |
| https://doi.org/10.2208/jscej.1987.378_239 | AVERAGE STRESS-AVERAGE STRAIN RELATIONSHIP OF STEEL IN UNIAXIAL TENSION MEMBER IN POST-YIELD RANGE |
| https://doi.org/10.2208/jscej.2000.644_13 | USE OF LIGHT-WEIGHT TREATED SOILS MADE OF WASTE SOIL IN AIRPORT EXTENTION PROJECT |
| https://doi.org/10.2208/jscej.1985.360_61 | DEMOLITION OF CONCRETE WITH EXPANSIVE DEMOLITION AGENT |
| https://doi.org/10.2208/jscej1969.1983.340_19 | EXPERIMENTAL STUDY ON BENDING STRENGTH OF WEB PLATE OF HORIZONTALLY CURVED GIRDER BRIDGES |
| https://doi.org/10.2208/jscej.1995.507_231 | SEISMIC RISK ASSESSMENT OF URBAN LIFELINES UNDER SYSTEM INTERACTIONS |
| https://doi.org/10.2208/jscej.1986.370_189 | RELATION BETWEEN PHYSICAL ANISOTROPY AND MICROSTRUCTURE OF GRANITE |
| https://doi.org/10.2208/jscej1969.1983.334_103 | A HYDRAULIC STUDY ON PROTECTION FOR EROSION OF SEDIMENT FLUSH EQUIPMENTS OF DAMS |
| https://doi.org/10.2208/jscej.1984.352_149 | CYCLIC SIMPLE SHEAR TESTS ON SATURATED CLAY WITH DRAINAGE |
| https://doi.org/10.2208/jscej.1993.65 | A STUDY ON CONGESTION PHENOMENA AT TUNNELS AND SAGS ON MOTORWAYS |
| https://doi.org/10.2208/jscej.1993.459_113 | SIMULATION OF A CONDITIONAL STOCHASTIC FIELD |
| https://doi.org/10.2208/jscej.1985.356_445 | EXPERIMENTAL STUDY ON BUCKLING AND ULTIMATE STRENGTH OF CURVED GIRDERS SUBJECTED TO COMBINED LOADS OF BENDING AND SHEAR |
| https://doi.org/10.2208/jscej.1992.448_111 | DESIGN METHOD OF SEGMENTS AT A SHARPLY CURVED SECTION |
| https://doi.org/10.2208/jscej.2000.659_63 | DECREASE IN EFFECTIVE STRESS AND RECONSOLIDATION OF SATURATED CLAY INDUCED BY CYCLIC SHEAR |
| https://doi.org/10.2208/jscej1969.1974.229_105 | EXPERIMENTAL STUDY ON PUNCHING STRENGTH OF REINFORCED CONCRETE SLABS |
| https://doi.org/10.2208/jscej.1998.610_31 | THERMO-DYNAMICAL APPROACH TO COMPRESSED AIR ENERGY STORAGE SYSTEM |
| https://doi.org/10.2208/jscej.1999.624_203 | CONSIDERATION ON COMPRESSION PROPERTIES OF M CLAY BASED ON THE PORE SIZE DISTRIBUTION MEASUREMENT |
| https://doi.org/10.2208/jscej1969.1982.321_37 | RELIABILITY EVALUATION METHODS OF LARGE-SCALE WATER SUPPLY NETWORKS DURING SEISMIC DISASTER |
| https://doi.org/10.2208/jscej.1994.490_101 | AN ANALYTICAL METHOD OF MOISTURE TRANSFER WITHIN CONCRETE DUE TO DRYING |
| https://doi.org/10.2208/jscej.1999.626_93 | EARTHQUAKE RESPONSE OF HIGHWAY BRIDGES UNDER BRIDGE-VEHICLE SYSTEM |
| https://doi.org/10.2208/jscej1969.1980.303_31 | FATIGUE ANALYSIS BASED ON CRACK GROWTH FROM TOE OF GUSSET END WELD |
| https://doi.org/10.2208/jscej1969.1981.308_47 | TESTS ON THE INTERACTION STRENGTH BETWEEN LOCAL AND OVERALL BUCKLING OF WELDED BOX COLUMNS |
| https://doi.org/10.2208/jscej.1999.638_285 | THE MECHANICAL BEHAVIOR OF TUNNEL INTERSECTION THROUGH THREE DIMENSIONAL TRAP DOOR TESTS |
| https://doi.org/10.2208/jscej.1994.485_21 | HYDRAULIC CHARACTERISTICS OF FLOW OVER DAM AND HYDRAULIC JUMP OF BINGHAM FLUID |
| https://doi.org/10.2208/jscej.1992.442_191 | THE ANALYTICAL APPROACH TO THE EFFECT OF CYCLIC LOADING ON THE REDUCED SHEAR STIFFNESS OF RC CRACK PLANES |
| https://doi.org/10.2208/jscej.1992.442_171 | A DEVELOPMENT OF CONSTITUENT MATERIAL MODELS FOR A REINFORCED CONCRETE DISCRETE CRACK |
| https://doi.org/10.2208/jscej.2000.645_115 | REPRODUCTION OF LATERAL GROUND DEFORMATION AND LATERAL-FLOW EARTH PRESSURES ACTING ON PILE FOUNDATIONS USING CENTRIFUGE MODELING |
| https://doi.org/10.2208/jscej.1986.373_113 | PREDICTION FOR THE MAXIMUM SETTLEMENTS OF GROUND SURFACE BY OPEN CUT |
| https://doi.org/10.2208/jscej.2000.656_221 | FIELD MEASUREMENTS OF CURRENTS AND MATERIAL TRANSPORT AT TOKYO-BAY MOUTH IN THE CONDITION OF KUROSHIO WARM WATER INTRUSION IN WINTER |
| https://doi.org/10.2208/jscej.1988.400_161 | STABILITY EVALUATION OF RIVER LEVEES ON THE BASIS OF ACTUAL LEVEE BREACHINGS |
| https://doi.org/10.2208/jscej.2000.662_205 | AN EXPERIMENTAL STUDY ON RETROFITTING METHODS ON EXISTING REINFORCED CONCRETE COLUMNS WITH EXTERNAL LATERAL REINFROCEMENTS ANCHORED AT FOUR COLUMN'S CORNERS |
| https://doi.org/10.2208/jscej.1994.483_69 | EXPERIMENTAL INVESTIGATION ON DEFORMATION AND FAILURE MECHANISM OF SHIELD TUNNELS SUBJECTED TO CYCLIC BENDING MOMENT |
| https://doi.org/10.2208/jscej.1990.418_153 | ACOUSTIC EMISSION AND P WAVE VELOCITY MONITORING DURING THERMAL CRACKING IN A LOCALLY-HEATED GRANITE BLOCK |
| https://doi.org/10.2208/jscej.2001.684_57 | PHASE AVERAGING MODEL FOR MULTI-DIRECTIONAL RANDOM WAVE TRANSFORMATION BY HIGH ORDER UPWIND DIFFERENCE SCHEME |
| https://doi.org/10.2208/jscej.2000.652_229 | ON-LINE SEISMIC RESPONSE TESTS ON EMBANKMENTS FOUNDED ON SATURATED SANDY DEPOSITS |
| https://doi.org/10.2208/jscej.1998.609_29 | CONSTRUCTION ACCURACY OF BEAM TYPE MAGLEV GUIDEWAY |
| https://doi.org/10.2208/jscej.1988.391_97 | FIELD COMPACTION TESTS FOR ROLLER COMPACTED DAM CONCRETE |
| https://doi.org/10.2208/jscej.2000.666_203 | FIELD TEST RESULTS OF THE VERTICAL EARTH PRESSURE REDUCTION EFFECT BY PLACING EXPANDED POLYSTYROL ON RIGID CULVERTS |
| https://doi.org/10.2208/jscej1969.1972.201_51 | ON THE MECHANISM OF LEACHING OF 137Cs, 90Sr AND 60Co FROM THE SOLIDIFIED WITH CEMENT |
| https://doi.org/10.2208/jscej.1991.430_135 | BEHAVIOR ON STAGGERED SEGMENT RING REINFORCED BY SECONDARY LINING |
| https://doi.org/10.2208/jscej.1987.378_165 | BOND-SLIP-STRAIN RELATIONSHIP OF DEFORMED BARS EMBEDDED IN MASSIVE CONCRETE |
| https://doi.org/10.2208/jscej.1999.627_13 | AN INTEGRATED COMPUTATIONAL SYSTEM OF MASS/ENERGY GENERATION, TRANSPORT AND MECHANICS OF MATERIALS AND STRUCTURES |
| https://doi.org/10.2208/jscej.1999.621_111 | A PRACTICAL FORMULA FOR ESTIMATING IMPULSIVE FORCE DUE TO DRIFTWOODS AND VARIATION FEATURES OF THE IMPULSIVE FORCE |
| https://doi.org/10.2208/jscej.1991.426_203 | DETERMINATION OF TENSION SOFTENING DIAGRAMS OF CONCRETE BY MEANS OF BENDING TESTS |
| https://doi.org/10.2208/jscej.1991.438_31 | EXPERIMENTAL STUDY ON FLOW OVER RIGID VEGETATION SIMULATED BY CYLINDERS WITH EQUI-SPACING |
| https://doi.org/10.2208/jscej.1989.410_455 | A STUDY ON PRACTICAL ESTIMATION METHOD FOR STRUCTURAL DAMPING OF STAY CABLES WITH DAMPERS |
| https://doi.org/10.2208/jscej.1995.511_135 | THE NUMERICAL METHOD FOR SATURATED-UNSATURATED FLUIDDENSITY-DEPENDENT GROUNDWATER FLOW WITH MASS TRANSPORT |
| https://doi.org/10.2208/jscej.1988.393_151 | CRITERIA FOR EVALUATING PROBABILITY DISTRIBUTION MODELS IN HYDROLOGIC FREQUENCY ANALYSIS |
| https://doi.org/10.2208/jscej.1991.427_7 | CONSTRUCTION ENGINEERING AND MANAGEMENT |
| https://doi.org/10.2208/jscej.1993.463_95 | A SIMPLE QUANTIFICATION METHOD OF GRAIN SHAPE OF GRANULAR MATERIALS SUCH AS SAND |
| https://doi.org/10.2208/jscej.2001.675_141 | EFFECTIVENESS OF CABLE-RESTRAINER FOR MITIGATING ROTATION OF A SKEWED BRIDGE SUBJECTED TO STRONG GROUND SHAKING |
| https://doi.org/10.2208/jscej.1995.525_247 | A SMOOTHING FUNCTION SUITABLE FOR ESTIMATION OF AMPLIFICATION FACTOR OF THE SURFACE GROUND FROM MICROTREMOR AND ITS APPLICATION |
| https://doi.org/10.2208/jscej.1991.433_1 | CARBONATION OF CONCRETE |
| https://doi.org/10.2208/jscej.2001.41 | TDM AND SOCIAL DILEMMAS |
| https://doi.org/10.2208/jscej.1995.519_139 | A STUDY ON SEISMIC ANALYSIS METHOD IN THE CROSS SECTION OF UNDERGROUND STRUCTURES BY MEANS OF STATIC FINITE ELEMENT METHOD |
| https://doi.org/10.2208/jscej.1999.634_113 | STUDY ON A METHOD OF OBTAINING RHEOLOGICAL COEFFICIENTS OF HIGH-FLOW CONCRETE FROM SLUMP FLOW TEST |
| https://doi.org/10.2208/jscej.1993.466_89 | THE MECHANICS OF EXPANSIVE PRESSURE GENERATION USING EXPANSIVE DEMOLITION AGENT |
| https://doi.org/10.2208/jscej.1993.477_83 | APPLICATION OF CENTRIFUGE MODEL TESTING TO DYNAMIC PROBLEMS |
| https://doi.org/10.2208/jscej.1992.157 | A STUDY ON LOADING METHOD OF SEISMIC DEFORMATION METHOD |
| https://doi.org/10.2208/jscej.2001.691_153 | CORRELATION BETWEEN SOUTHERN OSCILLATION AND MONTHLY PRECIPITATION IN FUKUOKA |
| https://doi.org/10.2208/jscej.1984.345_149 | APPROXIMATE EXPRESSIONS FOR INTEGRAL PROPERTIES OF THE JONSWAP SPECTRUM |
| https://doi.org/10.2208/jscej.1987.117 | STUDY ON THEORETICAL FOUNDATIONS TO RESTORING AN ORIGINAL WAVEFORM OF TRACK IRREGULARITY AND ITS APPLICATION |
| https://doi.org/10.2208/jscej.2000.647_343 | HYSTERETIC MODELS OF STEEL BOX MEMBERS WITH LOCAL BUCKLING DAMAGE |