EFFECT OF MEMBER GEOMETRY AND BOUNDARY CONDITION OF PLATE END EDGES ON RELATIONSHIP BETWEEN ELASTIC BUCKLING STRENGTH AND ULTIMATE STRENGTH OF COLD-FORMED THIN-WALLED STEEL MEMBERS

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

STRENGTH OF BOLTED STEEL STRUCTURAL MEMBERS UNDER ECCENTRIC TENSION

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