PREDICTION METHODS OF MAXIMUM STRENGTH OF LOCAL BUCKLING H-SHAPED BEAMS CONNECTED BY FLUSH END PLATES
STRENGTH OF BOLTED STEEL STRUCTURAL MEMBERS UNDER ECCENTRIC TENSION
PREDICTION METHODS OF MOMENT ROTATION RELATIONSHIP OF BUCKLING H-SHAPED BEAMS UNDER ONE SIDE LOADING
EFFECT OF LOADING PROTOCOL ON DETERIORATING BEHAVIOR DUE TO LOCAL BUCKLING OF BOX-SECTION STEEL MEMBERS
ELASTIC LOCAL BUCKLING STRENGTH OF I-SHAPED BEAM WEB PLATES SUBJECTED TO END MOMENTS AND UNIFORMLY DISTRIBUTED LOAD
INFLUENCE OF UPPER FLANGE CONTINUIOUS RESTRAINT CONDITION ON PLASTIC DEFORMATION CAPACITY OF I-SHAPED BEAMS
STRENGTH AND BEHAVIOR OF ELASTIC DISTORTIONAL BUCKLING FOR COLD-FORMED CHANNEL MEMBER UNDER COMPRESSION
BUCKLING STREGNTH AND BEHAVIOR OF ELASTIC LOCAL BUCKLING FOR COLD-FORMED CHANNEL MEMBER UNDER COMPRESSION
DESIGN METHOD FOR STEEL PLATE SHEAR WALL RESTRAINED BY ONE-SIDED STIFFENING TYPE
REQUIRED NUMBER OF SELF-DRILLING SCREWS FOR LIGHT GAUGE BUILT-UP COMPRESSION MEMBERS TO ENSURE FLEXURAL BUCKLING AS A UNIT MEMBER
EVALUATION OF PLASTIC DEFORMATION CAPACITY OF OCTAGONAL HOLLOW CROSS-SECTION MEMBER
EFFECT OF GEOMETRICAL IMPERFECTION ON ANALYTICAL BUCKLING STRENGTH OF COLD-FORMED LIPPED CHANNEL STEEL MEMBER UNDER COMPRESSION
LOCAL BUCKLING STRENGTH AND PLASTIC DEFORMATION CAPACITY OF VERTICAL HAUNCH H-SHAPED BEAM UNDER SHEAR BENDING
BUCKLING BEHAVIOR OF H-SHAPED BEAM WITH CONTINUOUS RESTRAINT INSTALLED TRANSVERSE STIFFENERS AND METHOD FOR DECIDING STIFFENING POSITION
EVALUATION METHOD OF ULTIMATE STRENGTH FOR L-SHAPED BEAM-TO-COLUMN JOINT PANELS COMPOSED WITH I-SHAPED MEMBERS
BUCKLING BEHAVIOR OF WEB STIFFENED BY LONGITUDINAL STIFFENERS AND DESIGN METHOD FOR LONGITUDINAL STIFFENERS
ELASTIC SHEAR BUCKLING STRENGTH OF L-SHAPED BEAM-TO-COLUMN JOINT PANELS COMPOSED WITH I-SHAPED MEMBERS
EFFECT OF SURROUNDING FRAME MEMBERS ON BUCKLING BEHAVIOR OF STEEL SHEAR WALL RESTRAINED BY STIFFENER
ELASTIC LOCAL BUCKLING STRENGTH AND MAXIMUM STRENGTH OF RECTANGULAR SECTION MEMBERS WHICH WERE LOADED COMPRESSION AND BENDING
STUDY ON ELASTIC SHEAR BUCKLING OF TRAPEZOIDAL CORRUGATED STEEL WEB
ELASTIC LOCAL BUCKLING STRENGTH AND MAXIMUM STRENGTH OF COLD FORMED STEEL MEMBERS WITH DIFFERENT PLATE WIDTH ON ADJACENT PLATE ELEMENTS
INFLUENCE OF UPPER FLANGE RESTRAINT CONDITION ON LATERAL BUCKLING BEHAVIOR OF H-SHAPED BEAM
COLLAPSE MODE AND PLASTIC DEFORMATION CAPACITY OF H-SHAPED BEAMS WITH CONTINUOUS RESTRAINT ON UPPER FLANGE
DESIGN METHOD FOR STEEL PLATE SHEAR WALL RESTRAINED BY CROSS STIFFENING TYPE
FAILURES AND PREDICTION METHODS OF LATERAL BUCKLING STRENGTH OF H-SHAPED BEAMS CONNECTED BY FLUSH END PLATES
LOCAL BUCKLING STRENGTH OF UNIFORMLY COMPRESSED OCTAGONAL THIN WALLED SECTION MEMBERS
BUCKLING MODE AND PLASTIC DEFORMATION CAPACITY OF WEB-TAPERED H-SHAPED STEEL BEAMS UNDER CYCLIC SHEAR BENDING
ELASTIC BUCKLING STRENGTH OF STEEL SANDWICH PANELS UNDER OUT-OF-PLANE BENDING
LOCAL BUCKLING BEHAVIOR AND EVALUATION METHOD FOR STRUCTURAL PERFORMANCE OF SQUARE HOLLOW SECTION MEMBERS UNDER BENDING SHEAR FORCE
EFFECT OF INITIAL IMPERFECTION ON LOCAL BUCKLING BEHAVIOP OF SQUARE HOLLOW SECTION MEMBER
ELASTIC BUCKLING STRENGTH OF H-SHAPED TAPERED BEAM-COLUMNS UNDER AXIAL AND BENDING SHEAR FORCE
LARGE DEFORMATION BEHAVIOR AND COLLAPSE MODE OF RECTANGULAR CORRUGATED STEEL SHEAR WALLS
ELASTIC BUCKLING CHARACTERISTICS AND OPTIMUM RIGIDITY OF STIFFENED PLATE UNDER BENDING AND SHEAR STRESS
ELASTIC BUCKLING STRENGTH OF H-SHAPED BEAMS WITH CONTINUOUS COMPLETE RESTRAINT ON UPPER FLANGE
EVALUATION OF COUPLED LOCAL BUCKLING STRENGTH OF SQUARE HOLLOW SECTION MEMBER UNDER BIAXIAL BENDING SHEAR FORCE AND AXIAL FORCE
PLASTIC DEFORMATION CAPACITY OF H-SHAPED BEAMS REINFORCED BY END STIFFENERS
BUCKLING MODE AND ELASTIC BUCKLING STRENGTH ESTIMATION OF RECTANGULAR CORRUGATED PLATE UNDER IN-PLANE SHEAR FORCE
ELASTIC LATERAL BUCKLING STRENGTH OF TAPERED H-SHAPED BEAM UNDER SHEAR BENDING
STRESS DISTRIBUTION AND ELASTIC LOCAL BUCKLING STRENGTH OF TAPERED H-SHAPED BEAM UNDER SHEAR BENDING
COUPLED BUCKLING BEHAVIOR AND PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAMS UNDER CYCLIC BENDING SHEAR
ALLOWABLE STRENGTH AND CYCLIC CHARACTERISTIC CONSIDERING OF STRESS CONCENTRATION OF PERFORATED BEAM MADE OF HIGH STRENGTH STEEL
PLASTIC DEFORMATION CAPACITY OF CORRUGATED WEB GIRDER UNDER SHEAR BENDING
EFFECTS OF BOUNDARY CONDITIONS AND END MOMENT RATIO ON ELASTIC LATERAL BUCKLING STRENGTH OF H-SHAPED BEAMS
Evaluation of plastic deformation capacity of H-shaped steel beams with the newly proposed limitation value of plate slenderness
Evaluation of single buckling and coupled buckling load of columns in braced frame
Elasto-plastic deformation behavior of corrugated steel diaphragm under cyclic shear load
A study on post shear buckling behavior in corrugated steel plate
Evaluation of shear stiffness of rectangular corrugate plate under shear loading
Plastic deformation capacity and post-buckling behavior of H-shaped beam with large depth-thickness ratio under cyclic loading
A study on end failures in corrugated steel shear diaphragms
STRUCTURAL CHARACTERISTIC FACTOR OF HYBRID STRUCTURE CONSTRUCTED OF LIGHT GAUGE STEEL CONSTRUCTION AND STEEL MOMENT FRAME
A study on evaluation of elastic buckling strength of anisotropic plate under bending stress and shear stress
BUCKLING ANALYSIS OF COLUMNS IN THE FRAME CONSIDERING LATERAL BRACING STIFFNESS
EVALUATION OF ELASTIC BUCKLING STRENGTH OF RECTANGULAR CORRUGATE PLATE UNDER SHEAR LOADING
EVALUATION OF WIDTH-THICKNESS RATIO LIMITATION OF H-SHAPED BEAM MEMBERS BASED ON COUPLED BUCKLING ANALYSIS
A STUDY OF ALLOWABLE STORY DRIFT AND Ds FACTOR OF HYBRID STRUCTURES WITH DIFFERENT RESTORING FORCE CHARACTERISTIC ELEMENT
A STUDY OF EARTHQUAKE INPUT ENERGY AND MAXIMUM STORY DRIFT IN THE HYBRID STRUCTURES COMPOSED OF DIFFERENT RESTORING FORCE CHARACTERISTIC COMPONENTS : The hybrid structure of steel moment frame and light gauge steel house share wall
THEORETICAL ANALYSIS AND EVALUATION FOR CUPLED BUCKLING STRENGTH OF H-SHAPED BEAMS UNDER BENDING SHEAR
A METHOD FOR EVALUATION OF ELASTIC BUCKLING STRENGTH OF H SHAPED STEEL MEMBER UNDER BENDING-SHEAR AND AXIAL FORCE
CYCLIC CHARACTERISTICS OF THIN WEB PLATE AFTER SHEAR BUCKLING
HYSTERESIS LOOP MODEL OF JOINT PANELS IN H-SHAPED COLUMN TO BEAM CONNECTIONS
SLIP STRENGTH OF HIGH STRENGTH ZIGZAG BOLTED FRICTION JOINTS
IMPROVEMENT OF PLASTIC DEFORMATION CAPACITY OF SHORTER BEAMS WITH FLAT BAR ON THE NEUTRAL AXIS
EFFICIENT OF TORSIONAL RIGIDITY OF FLANGES FOR ELASTIC BUCKLING STRENGTH OF WEB PLATE UNDER BENDING SHEAR AND AXIAL FORCE
BUCKLING BEHAVIOR AND MAXIMUM STRENGTH OF SUQUARE THIN PLATES IN NONLINEAR MATERIAL RANGE
IMPROVEMENT OF PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAM WITH FLAT BAR ON NEUTRAL AXIS
A STUDY ON SLIP STRENGTH OF FRICTION TYPE HIGH STRENGTH BOLTED CONNECTIONS WITH PLASTICITY OF BASE AND SPLICE PLATE
A METHOD FOR EVALUATION OF ELASTIC BUCKLING STRENGTH OF PLATE UNDER BENDING SHEAR AND AXIAL FORCE
AN ANALYTICAL METHOD FOR ELASTIC BUCKLING STRENGTH OF CLUMPED PLATE UNDER UNEQUAL BENDING AND SHEAR
THE EFFECT THAT BOUNDARY CONDITION GIVES ELASTIC BUCKLING STRENGTH OF WEB PLATE UNDER BENDING AND SHEAR
A STUDY ON SLIP STRENGTH OF FRICTION TYPE HIGH STRENGTH BOLTED CONNECTIONS WITH PLASTICITY OF BASE PLATE
BUCKLING STRENGTH OF SIMPLY SUPPORTED WEB PLATE UNDER THE ACTION OF BENDING SHEAR STRESS
THE PROPERTY OF H-SHAPED STEEL BEAMS AFFECTED BY BOUNDARY AND STRESS CONDITION AT BEAM ENDS
A STUDY ON ELASTO-PLASTIC SHEAR BUCKLING BEHAVIOR OF WEB PLATE
A STUDY ON COLLAPSE MODE AND PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAMS UNDER SHEAR BENDING
A EXPERIMENTAL STUDY ON STATICAL CHARACTERISTICS OF CONDREATE-FILLED CIRCULAR TUBULAR BRANCH JOINTS
ESTIMATE FOR PLASTIC DEFORMATION CAPACITY OF STEEL MEMBERS WITH MOMENT GRADIENT REFELCTED MATERIAL PROPERTIES
A STUDY ON ESTIMATE FOR PLASTIC DEFORMATION CAPACITY OF STEEL MEMBERS REFLECTED MATERIAL PROPERTIES
A STUDY ON STRUCTURAL PROPERTIES OF TRUSS BEAMS WITH ECCENTRIC JOINTS UNDER THE CYCLIC LOAD
A STUDY ON STRUCTURAL PROPERTIES OF TRUSS BEAMS WITH SHEAR PANELS
A STUDY ON PLASTIC DEFORMATION CAPACITY OF 590N/mm2 HIGH STRENGTH STEEL BEAMS WITH LARGE DEPTH-THICKNESS RATIO
A STUDY ON COLLAPSE MODE AND PLASTIC DEFORMATION CAPACITY OF HIGH STRENGTH STEEL BEAM CONNECTED TO BOX COLUMN
THE INFLUENCE OF MATERIAL PROPERTIES ON THE PLASTIC DEFORMATION CAPACITY OF STEEL MEMBERS
A STUDY ON EFFECT OF PLATE SHAPE ON LARGE DEFORMATION CAPACITY OF HIGH STRENGTH STEEL BEAMS WITH SCALLOPS
A STUDY ON LARGE DEFORMATION BEHAVIOR OF HIGH STRENGTH STEEL BEAMS WITH LARGE DEPTH-THICKNESS RATIO
A STUDY ON PLASTIC DEFORMATION CAPACITY OF HIGH STRENGTH STEEL BEAMS WITH STOCKY FLANGE PLATE
EFFECTS OF THE YIELD RATIO ON THE BEHAVIOR AND THE ENERGY ABSORBING CAPACITY OF HIGH STRENGTH STEEL BEAMS
PLASTIC DEFORMATION CAPACITY OF H-SHAPED HIGH STRENGTH STEEL BEAMS DEPENDED ON MUTUAL EFFECT OF PLATE LOCAL BUCKLING AND DUCTILE FRACTURE
A STUDY ON EFFECTS OF THE YIELD RATIO ON PLASTIC DEFORMATION CAPACITY OF HIGH STRENGTH STEEL BEAMS
A STUDY ON PLASTIC DEFORMATION BEHAVIOR OF H-SHAPED STEEL BEAMS WITH STIFFENED PLATE ELEMENTS
A STUDY ON PLASTIC DEFORMATION BEHAVIOR OF H-SHAPED STEEL BEAMS WITH COVER PLATES ON WEB
A STUDY ON STRUCTURAL BEHAVIOR OF TUBULAR TRUSS BEAMS WITH MIDDLE CHORD MEMBERS
A STUDY ON PLASTIC DEFORMATION BEHAVIOR OF H-SHAPED HYVRID BEAM-COLUMNS
EXPERIMENT AND ELASTO-PLASTIC BUCKLING ANALYSIS OF BALLJOINTED SINGLE SAYER RITICULATED DOMES Partial spherical domes under concentrated load
A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID H-SHAPED SHORT. COLUMN
A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID BEAMS
ELASTIC BUCKLING ANALYSIS OF RIGIDLY JOINTED SINGLE LAYER RETICULATED DOMES WITH RANDOM INITIAL IMPERFECTION
