| EXPERIMENTAL STUDY OF UNLIPPED CHANNEL BEAMS SUBJECT TO WEB CRIPPLING UNDER ONE FLANGE LOAD CASES |
7 |
| A SIMPLE ANALYTICAL METHOD FOR EVALUATION OF FLEXIBLE ROCKFALL BARRIER PART 1: WORKING MECHANISM AND ANALYTICAL SOLUTION |
7 |
| A NEW NUMERICAL MODELLING APPROACH FOR FLEXIBLE ROCKFALL PROTECTION BARRIERS BASED ON FAILURE MODES |
5 |
| A SIMPLE ANALYTICAL METHOD FOR EVALUATION OF FLEXIBLE ROCKFALL BARRIER PART 2: APPLICATION AND FULL-SCALE TEST |
5 |
| BEHAVIOR OF PREFABRICATED BEAM-COLUMN CONNECTION WITH SHORT STRANDS IN SELF-CENTERING STEEL FRAME |
4 |
| EXPERIMENTAL VS. THEORETICAL DESIGN APPROACHES FOR THIN-WALLED COLD-FORMED STEEL BEAM-COLUMNS |
4 |
| USE OF DIFFERENT SHAPED STEEL SLIT DAMPERS IN BEAM TO COLUMN CONNECTIONS OF STEEL FRAMES UNDER CYCLING LOADING |
3 |
| TURBULENT WIND FIELD SIMULATION OF WIND TURBINE STRUCTURES WITH CONSIDERATION OF THE EFFECT OF ROTATING BLADES |
2 |
| INFLUENCE OF RANDOM GEOMETRICAL IMPERFECTION ON THE STABILITY OF SINGLE-LAYER RETICULATED DOMES WITH SEMI-RIGID CONNECTION |
2 |
| METHOD FOR EVALUATING THE PROGRESSIVE COLLAPSE RESISTANCE OF LONG-SPAN SINGLE-LAYER SPATIAL GRID STRUCTURES |
2 |
| EXPERIMENTAL INVESTIGATION INTO THE CAPACITY OF COLD-FORMED SCREWED STEEL STRAP BRACING CONNECTIONS |
2 |
| PRE-TENSIONED STEEL CABLES EXPOSED TO LOCALISED FIRES |
2 |
| DYNAMIC RESPONSE ANALYSIS OF WIND TURBINE TUBULAR TOWERS UNDER LONG-PERIOD GROUND MOTIONS WITH THE CONSIDERATION OF SOIL-STRUCTURE INTERACTION |
2 |
| DEVELOPMENTS AND BEHAVIORS OF SLIP-RELEASED NOVEL CONNECTORS IN STEEL-CONCRETE COMPOSITE STRUCTURES |
2 |
| A CO-ROTATIONAL FRAMEWORK FOR QUADRILATERAL SHELL ELEMENTS BASED ON THE PURE DEFORMATIONAL METHOD |
2 |
| DEFORMATION OF STEEL-BAMBOO COMPOSITE BEAM CONSIDERING THE EFFECT OF INTERFACIAL SLIPPAGE |
2 |
| INVESTIGATING THE BEHAVIOR OF SPECIALLY PRE-FABRICATED STEEL MOMENT CONNECTION UNDER CYCLIC LOADING |
2 |
| FINITE ELEMENT ANALYSIS OF DEMOUNTABLE STEEL-CONCRETE COMPOSITE BEAMS UNDER STATIC LOADING |
2 |
| INTERFACE BOND BEHAVIOUR BETWEEN CIRCULAR STEEL TUBE AND LIGHTWEIGHT AGGREGATE CONCRETE |
2 |
| DEVELOPMENT AND CALIBRATION OF A HYSTERETIC MODEL FOR CFS STRAP BRACED STUD WALLS |
2 |
| FIRE RESISTANCE OF STEEL TUBULAR COLUMNS INFILLED WITH ULTRA-HIGH STRENGTH CONCRETE |
2 |
| EXPERIMENTAL STUDY OF MECHANICAL BEHAVIOUR OF ANGLES IN TRANSMISSION TOWERS UNDER FREEZING TEMPERATURE |
2 |
| AXIAL RESIDUAL CAPACITY OF CIRCULAR CONCRETE-FILLED STEEL TUBE STUB COLUMNS CONSIDERING LOCAL BUCKLING |
2 |
| A REVIEW OF CLASS 4 SLENDER SECTION PROPERTIES CALCULATION FOR THIN-WALLED STEEL SECTIONS ACCORDING TO EC3 |
2 |
| DEVELOPMENT AND APPLICATION OF A MECHANICAL MODEL OF BEAM-TO-COLUMN CONNECTIONS OF STEEL STORAGE RACKS |
1 |
| FINITE ELEMENT ANALYSIS FOR THE PROGRESSIVE FAILURE OF FRP-REINFORCED STEEL COMPONENT UNDER LOW-VELOCITY IMPACT |
1 |
| STUDY ON LOAD-DEFLECTION RELATIONSHIP OF RECYCLED SELF-COMPACTING CONCRETE FILLED STEEL TUBULAR COLUMNS SUBJECTED TO ECCENTRIC COMPRESSION |
1 |
| DESIGN OPTIMIZATION OF TUBULAR LATTICE GIRDERS |
1 |
| FLEXURAL STRENGTH OF WEATHERED GRANITES UNDER WETTING - DRYING CYCLES: IMPLICATIONS TO STEEL STRUCTURES |
1 |
| PARTIAL INTERACTION SHEAR FLOW FORCES IN SIMPLY SUPPORTED COMPOSITE STEEL-CONCRETE BEAMS |
1 |
| SEISMIC BEHAVIOR OF BOLTED CONNECTIONS WITH SLOT BOLT HOLES AT AMBIENT AND ELEVATED TEMPERATURE |
1 |
| SAFETY ASSESSMENT OF EUROCODE 3 STABILITY DESIGN RULES FOR THE LATERAL-TORSIONAL BUCKLING OF PRISMATIC BEAMS |
1 |
| ULTIMATE CAPACITY OF NARROW TYPE STEEL BOX SECTION FOR RAILWAY SELF-ANCHORED SUSPENSION BRIDGE UNDER BIAS COMPRESSION |
1 |
| MITIGATION OF FIRE-INDUCED PROGRESSIVE COLLAPSE OF STEEL FRAMED STRUCTURES USING BRACING SYSTEMS |
1 |
| INVESTIGATING THE EFFECT OF JOINT BEHAVIOR ON THE OPTIMUM DESIGN OF STEEL FRAMES VIA HUNTING SEARCH ALGORITHM |
1 |
| MECHANICAL PROPERTIES OF CORRODED HIGH PERFORMANCE STEEL SPECIMENS BASED ON 3D SCANNING |
1 |
| INFLUENCE OF IMPERFECTIONS ON THE FLEXURAL RESISTANCE OF STEEL DELTA GIRDERS |
1 |
| EXPERIMENTAL AND NUMERICAL INVESTIGATION ON UPHEAVAL BUCKLING OF FREE-SPAN SUBMARINE PIPELINE |
1 |
| ANTI-COLLAPSE ANALYSIS OF UNEQUAL SPAN STEEL BEAM-COLUMN SUBSTRUCTURE CONSIDERING THE COMPOSITE EFFECT OF FLOOR SLABS |
1 |
| MODELING THE LOCAL BUCKLING FAILURE OF ANGLE SECTIONS WITH BEAM ELEMENTS |
1 |
| FAILURE TEST OF A SUSPENDOME DUE TO CABLE RUPTURE |
1 |
| EXPERIMENTAL AND THEORETICAL INVESTIGATIONS OF SPIGOT CONNECTIONS UNDER CYCLIC LOADING |
1 |
| BEHAVIOR OF CFST-COLUMN TO STEEL-BEAM JOINTS IN THE SCENARIO OF COLUMN LOSS |
1 |
| FIRE RESISTANCE OF A DAMAGED BUILDING EMPLOYING BUCKLING RESTRAINED BRACED SYSTEM |
1 |
| BEHAVIOUR OF STEEL-CONCRETE-STEEL SANDWICH PLATES UNDER DIFFERENT ICE-CONTACT PRESSURE |
1 |
| STRUCTURAL PERFORMANCE AND DESIGN METHOD OF NEW MORTISE-TENON FULL STEEL-TUBE SCAFFOLD |
1 |
| COMPOSITE EFFECT OF STUB SQUARE STEEL TUBED COLUMNS UNDER AXIAL COMPRESSION |
1 |
| NUMERICAL ANALYSIS OF PLAIN AND STEEL FIBER REINFORCED CONCRETE FILLED STEEL TUBULAR SLENDER COLUMN |
0 |
| SEISMIC OPTIMIZATION ANALYSIS OF VERTICAL STIFFENER CONNECTION TO L-CFST COLUMN |
0 |
| STUDY ON DYNAMIC BEHAVIORS AND VIBRATION REDUCTION TECHNIQUES ON CABLE-SUPPORTED RIBBED BEAM COMPOSITE SLAB |
0 |
