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PARAMETRIC STUDY ON OPTIMUM DETERMINATION OF DOUBLE TUNNED MASS DAMPER (DTMD) CHARACTERISTICS FOR MOMENT – RESISTING STEEL FRAMES UNDER SEISMIC LOADING |
20,000 ریال |
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20,000 ریال |
× |
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STUDY ON SEISMIC ANALYSIS OF BUILDINGS USING COMBINATION OF DIFFERENT ISOLATION SYSTEMS |
20,000 ریال |
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20,000 ریال |
× |
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NUMERICAL AND EXPERIMENTAL SEISMIC EVALUATION OF CONFINED MASONRY WALL RETROFITTED BY POLYPROPYLENE FIBER, STEEL FIBER AND WIRE MESH REINFORCED SHOTCRETE |
20,000 ریال |
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20,000 ریال |
× |
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EVALUATION OF DIRECT-DISPLACEMENT BASED SEISMIC DESIGN METHOD FOR EBFs |
20,000 ریال |
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20,000 ریال |
× |
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TWO DIMENSIONAL VELOCITY FIELD OF THE IRANIAN PLATEAU |
20,000 ریال |
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20,000 ریال |
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SOURCE OF THE EARTHQUAKE DOUBLET OF 11TH AUGUST 2012, NORTHWESTERN IRAN, FROM OBSERVATION OF GLOBAL SEISMIC ARRAYS AND LOCAL NETWORKS |
20,000 ریال |
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20,000 ریال |
× |
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DEVELOPMENT OF SIMPLE METHOD FOR RECORD SELECTION IN STRUCTURAL COLLAPSE RISK ASSESSMENT |
20,000 ریال |
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20,000 ریال |
× |
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DYNAMIC EQUATIONS OF BIDIRECTIONAL MOTION OF THE UPLIFT-RESTRAINED OPRCB ISOLATOR |
20,000 ریال |
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20,000 ریال |
× |
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THE DETERMINATION OF MODIFICATION FACTOR FOR OUTRIGGER BRACED STRUCTURES USING TIME HISTORY ANALYSIS |
20,000 ریال |
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20,000 ریال |
× |
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SEISMIC PERFORMANCE STUDY OF UNREINFORCED AND MESH REINFORCED MASONRY BUILDINGS |
20,000 ریال |
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20,000 ریال |
× |
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NONLINEAR DYNAMIC ANALYSIS OF THE LINK BEAM OF NEAR-FIELD EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
× |
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DEVELOPING EARTHQUAKE DAMAGE AND CASUALTY ASSESSMENT MODEL |
20,000 ریال |
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20,000 ریال |
× |
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SHEAR WAVE VELOCITY DEPOSIT ZONATION IN CITY OF BABOLSAR |
20,000 ریال |
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20,000 ریال |
× |
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A NUMERICAL STUDY ON THE DAMAGED RC SHEAR WALLS WITH OPENINGS RETROFITTED BY FRP SHEETS |
20,000 ریال |
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20,000 ریال |
× |
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NUMERICAL SIMULATION OF CONTAINER SHAPE EFFECTS ON SEISMIC BEHAVIOR OF TLDS |
20,000 ریال |
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20,000 ریال |
× |
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ENHANCEMENT OF CONCRETE MOMENT FRAMES SEISMIC BEHAVIOR USING SMA/ECC MATERIALS |
20,000 ریال |
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20,000 ریال |
× |
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CRUSTAL GEOMETRY AND TRASNSITION ZONE BOUNDARIES BENEATH IRAN |
20,000 ریال |
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20,000 ریال |
× |
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STUDY THE DYNAMIC RESPONSE OF A REINFORCED CONCRETE STRUCTURE DESIGNED IN ACCORDANCE WITH THE TERMS OF THE EXPLOSION SEISMIC LOAD |
20,000 ریال |
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20,000 ریال |
× |
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EVALUATION OF NONLINEAR STATIC PROGRESSIVE COLLAPSE IN IRREGULAR CONCRETE STRUCTURES |
20,000 ریال |
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20,000 ریال |
× |
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PLANNING, ACTIVITIES AND INTERNATIONAL CHALLENGES IN PROVIDING OF SAFE SCHOOLS |
20,000 ریال |
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20,000 ریال |
× |
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HOW TO COMPARE THE SEISMIC PERFORMANCE OF STRUCTURES |
20,000 ریال |
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20,000 ریال |
× |
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ON THE ACCURACY OF RAPID SEISMIC VULNERABILITY ASSESSMENT METHODS FOR STEEL CONCENTRICALLY BRACED SYSTEMS IN TABRIZ (CASE STUDY) |
20,000 ریال |
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20,000 ریال |
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SENSITIVITY ANALYSIS FOR THE ELLIPTICITY OF RAYLEIGH WAVES |
20,000 ریال |
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20,000 ریال |
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