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A STUDY ON HIGH FREQUENCY DECAY PARAMETER (KAPPA) FROM VARZAGHAN-AHAR DOUBLE EARTHQUAKES, NORTHWESTERN IRAN (MW 6.5 & 6.3) |
20,000 ریال |
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20,000 ریال |
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PERFORMANCE OF STRENGTH VERTICAL IRREGULAR STEEL BUILDINGS IN NEAR- FAULT GROUND MOTIONS |
20,000 ریال |
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20,000 ریال |
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× |
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STIFFNESS MATRIX OF SHEAR-TYPE BUILDINGS EXTRACTED FROM OUTPUT-ONLY DATA |
20,000 ریال |
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20,000 ریال |
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× |
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THE IMPORTANCE OF RECORD SELECTION IN SEISMIC RESPONSE OF SECONDARY SYSTEMS |
20,000 ریال |
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20,000 ریال |
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× |
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COMPARISON OF SEISMIC RISK OF LOW RISE IMPORTANT BUILDINGS DESIGEND BY DIFFERENT EDITIONS OF IRANIAN SEISMIC CODE |
20,000 ریال |
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20,000 ریال |
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× |
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EVALUATION OF THE EFFECT OF LINK BEAMS STIFFENERS WITH DIFFERENT CROSS-SECTIONS |
20,000 ریال |
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20,000 ریال |
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× |
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EFECT OF RIGIDITY OF BEAM TO COLUMN CONNECTION IN STRENGTH AND STIFFNESS OF THE INFILL FRAME |
20,000 ریال |
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20,000 ریال |
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EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS |
20,000 ریال |
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20,000 ریال |
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THE EFFECT OF STRUCTURAL STEEL PARAMETER AND QUALITY OF CONSTRUCTION UNCERTAINTIES ON SEISMIC PERFORMANCE OF A SPECIAL MOMENT RESISTING FRAME |
20,000 ریال |
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20,000 ریال |
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INVESTIGATING THE ADEQUACY OF IRANIAN SEISMIC FOR DESIGN OF STEEL STRUCTURES NEAR- FAULT AREA CASE STUDY: AHAR AND VARZEGHAN CITIES OF EAST AZARBAIJAN |
20,000 ریال |
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20,000 ریال |
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× |
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IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS |
20,000 ریال |
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20,000 ریال |
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× |
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LANDSLIDE HAZARD ZONATION OF THE TEHRAN METROPOLIS |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC EVALUATION OF PRECAST CONCRETE BUILDING WITH LARGE PANEL |
20,000 ریال |
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20,000 ریال |
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AN ARTIFICIAL NEURAL NETWORK TO PREDICT EARTHQUAKE IN SOME PARTS OF HORMOZGAN PROVINCE |
20,000 ریال |
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20,000 ریال |
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