| PROBLEMS OF MODELING FOR THE ANALYSIS OF THE SEISMIC VULNERABILITY OF EXISTING BUILDINGS |
9 |
| ENHANCING THE SEISMIC PERFORMANCE OF EBFs WITH VERTICAL SHEAR LINK USING A NEW SELF-CENTERING DAMPER |
8 |
| SEISMIC ASSESSMENT OF IRREGULAR EXISTING BUILDING: APPRAISAL OF THE INFLUENCE OF COMPRESSIVE STRENGTH VARIATION BY MEANS OF NONLINEAR CONVENTIONAL AND MULTIMODAL STATIC ANALYSIS |
7 |
| SEISMIC PERFORMANCE OF DUAL STEEL FRAMES WITH DISSIPATIVE METAL SHEAR PANELS |
7 |
| INFLUENCE OF EC8 RULES ON P-DELTA EFFECTS ON THE DESIGN AND RESPONSE OF STEEL MRF |
6 |
| SHAPE OPTIMIZATION OF BUTTERFLY-SHAPED SHEAR LINKS USING GREY WOLF ALGORITHM |
6 |
| THE INFLUENCE OF DOUBLE-LAYER STEEL PLATE MATERIALS ON THE EARTHQUAKE RESISTANCE OF BUILDING SHEAR WALLS |
5 |
| SEISMIC UPGRADING OF RC STRUCTURES WITH ONLY BEAM CONNECTED STEEL PLATE SHEAR WALLS |
4 |
| MINIMUM ENERGY APPROACH FOR THE IN-PLANE SHEAR RESISTANCE OF MASONRY PANELS |
4 |
| SEISMIC RETROFITTING OF CONFINED MASONRY-RC BUILDINGS: THE CASE STUDY OF THE UNIVERSITY HALL OF RESIDENCE IN MESSINA, ITALY |
3 |
| SEISMIC BEHAVIOUR OF SHEATHED CFS BUILDINGS: SHAKE TABLE TESTS AND NUMERICAL MODELLING |
3 |
| EFFECTIVENESS OF MULTI-MODE PUSHOVER ANALYSIS PROCEDURE FOR THE ESTIMATION OF SEISMIC DEMANDS OF STEEL MOMENT FRAMES |
3 |
| CRITICAL DISCUSSION ON SEISMIC DESIGN CRITERIA FOR CROSS CONCENTRICALLY BRACED FRAMES |
3 |
| STUDY ON SEISMIC BEHAVIOR OF ANGLE STEEL CONNECTION JOINTS FOR CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN |
3 |
| DIRECTIONALITY MODELS FROM GROUND MOTIONS OF ITALY |
3 |
| INCORPORATION OF DISSIPATIVE CONNECTIONS FOR SEISMIC RETROFIT OF REINFORCED CONCRETE PREFAB STRUCTURES |
3 |
| COLLAPSE RESISTANCE ASSESSMENT OF BUCKLING-RESTRAINED BRACED STEEL FRAMES USING COMBINED DETERMINISTIC AND PROBABILITY ANALYSIS APPROACH |
2 |
| FRACTURES DETECTION IN MASONRY CONSTRUCTIONS UNDER HORIZONTAL SEISMIC FORCES |
2 |
| REMARKS ON THE APPROACHES FOR SEISMIC DESIGN OF MOMENT-RESISTING STEEL FRAMES |
2 |
| INNOVATIVE SEISMIC ISOLATION DEVICES BASED ON LATTICE MATERIALS: A REVIEW |
2 |
| SHEAR MODELS OF RC-ENCASED STEEL JOIST BEAMS IN MRFs |
2 |
| NUMERICAL INVESTIGATION OF CURVED SURFACE SLIDERS UNDER BIDIRECTIONAL ORBITS |
2 |
| A PROPOSAL FOR THE DESIGN OF SEISMIC RESISTANT PRECAST CONCRETE INDUSTRIAL BUILDINGS THROUGH APPLICATION OF ENERGY DISSIPATERS IN THE CLADDING WALLS |
2 |
| ON THE SIMULATION OF THE SEISMIC ENERGY TRANSMISSION MECHANISMS |
1 |
| EVALUATION OF THE SEISMIC DEMAND OF AN EXISTING TALL BUILDING |
1 |
| A STUDY ON FORM AND SEISMIC VULNERABILITY OF THE DOME OF SAN FRANCESCO DI PAOLA IN NAPLES |
1 |
| BEARABLE MAXIMUM SEISMIC ACTION FOR EXISTING CONCRETE DAMS BY ITALIAN STANDARD |
1 |
| A COUPLED CONTROL STRATEGY FOR THE MITIGATION OF STRUCTURAL VIBRATIONS |
1 |
| EFFICIENCY OF TMDS AND TLDS FOR LOW-RISE AND MID-RISE BUILDINGS SUBJECTED TO NEAR-FIELD AND FAR-FIELD EARTHQUAKES |
1 |
| POST-EARTHQUAKE DAMAGE ASSESSMENT OF MOMENT RESISTING STEEL FRAMES |
1 |
| EFFECT OF PANEL ZONE ON NON-LINEAR BEHAVIOUR OF MRFS IN THE LIGHT OF SEISMIC CODES |
1 |
| SEISMIC BEHAVIOR OF STEEL FRAME BEAM-COLUMN JOINTS UNDER ACIDIC ATMOSPHERIC ENVIRONMENT |
1 |
| EXPERIMENTAL AND NUMERICAL ANALYSIS OF THE ULTIMATE BEHAVIOUR OF SQUARE HOLLOW SECTIONS UNDER COMBINED AXIAL AND BENDING LOADS |
1 |
| ASSESSMENT OF DYNAMIC INCREASE FACTORS FOR PROGRESSIVE COLLAPSE ANALYSIS OF STEEL FRAMES SUBJECTED TO COLUMN FAILURE |
1 |
| SEISMIC ISOLATION RETROFIT OF HOSPITAL BUILDINGS WITH FOCUS ON NON-STRUCTURAL COMPONENTS |
1 |
| ANTI-COLLAPSE PERFORMANCE OF STEEL MOMENT FRAME WITH DUAL-ACTION STEEL DAMPERS UNDER COLUMN REMOVAL SCENARIO |
1 |
| SEISMIC RELIABILITY ASSESSMENT OF INELASTIC BASE- ISOLATED STRUCTURES FOR AN INTERMEDIATE ISOLATION DEGREE |
1 |
| DISSIPATIVE BRACING SYSTEM FOR POST-TENSIONED TIMBER FRAMED BUILDINGS: EXPERIMENTAL TESTING OF U-SHAPE HYSTERETIC DAMPERS |
1 |
| ANTI-COLLAPSE EQUIVALENT DYNAMIC ANALYSIS ON STEEL MOMENT FRAME |
1 |
| SEISMIC PERFORMANCE OF SUPERELASTIC TENSEGRITY BRACES |
0 |
| SEISMIC PROTECTION OF A HISTORICAL R/C ELEVATED WATER TANK BY DIFFERENT BASE ISOLATION SYSTEMS |
0 |
| DYNAMIC BEHAVIOUR IN COMPRESSION AND SHEAR OF LOW SHAPE FACTOR RUBBER BLOCKS |
0 |
| RETROFIT SEISMIC STRATEGIES OF MULTI-SPAN SIMPLY SUPPORTED BRIDGE COMPARISON USING FRAGILITY FUNCTION METHODS |
0 |
| MODAL PARAMETER IDENTIFICATION OF PROGRESSIVELY DAMAGED REINFORCED CONCRETE FRAMES WITH VARIOUS INFILL CONDITIONS |
0 |
| An Investigation of Source Parameters Effect on Responses Distribution |
0 |
| BETWEEN INNOVATION AND INTUITION: PATENTS FOR ANTI-SEISMIC BUILDINGS IN THE FIRST 50 YEARS OF KINGDOM OF ITALY |
0 |
| MODERN AND LOW COST METHODS FOR SEISMIC STRENGTHENING OF MASONRY WALLS IN BUILDINGS; A NUMERICAL CASE STUDY: JAHAN-BAKHSH ZEIDISCHOOL, TONEKABON, IRAN |
0 |
| ANALYSIS OF THE MONOLITHIC AND SEGMENTAL TUNNEL LINING UNDER EARTHQUAKE LOADING |
0 |
| LOCAL RESPONSE SPECTRA IN SEISMIC SAFETY ASSESSMENT FOR ARCHITECTURAL HERITAGE IN ITALY |
0 |
| MATERIAL DAMPING EVALUATION IN A TYPICAL CONCRETE GRAVITY DAM |
0 |
