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EFFECTS OF PULSE-LIKE GROUND MOTIONS PARAMETERS ON MAXIMUM INTER-STORY DRIFT SPECTRA |
20,000 ریال |
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40,000 ریال |
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× |
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MONTE CARLO SIMULATIONS OF SOIL AMPLIFICATION FUNCTIONS FOR SITE-SPECIFIC SEISMIC HAZARD ANALYSIS – CASE STUDY: TEHRAN, THE CAPITAL CITY OF IRAN |
20,000 ریال |
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20,000 ریال |
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× |
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THE SPECTRAL SHAPE EFFECT ON THE COLLAPSE OF ASYMMETRIC RC-SMF BUILDINGS |
0 ریال |
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0 ریال |
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× |
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AN EQUIVALENT TRUSS MODEL FOR NONLINEAR STATIC ANALYSIS OF URM BUILDINGS |
20,000 ریال |
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20,000 ریال |
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× |
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THE EFFECT OF MASONRY INFILLS ON SEISMIC RESPONSE OF RC STRUCTURES |
20,000 ریال |
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20,000 ریال |
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× |
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MECHANICAL PROPERTIES OF COMPRESSED ADOBE BRICK |
30,000 ریال |
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30,000 ریال |
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× |
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PROBABILISTIC ASSESSMENT OF VERTICAL IRREGULARITY EFFECTS ON THE SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING BUILDINGS |
20,000 ریال |
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40,000 ریال |
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× |
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GIS AND REMOTE SENSING TECHNOLOGIES FOR TOPOGRAPHIC CHARACTERIZATION OF SEISMIC STATIONS |
20,000 ریال |
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20,000 ریال |
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× |
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EFFECT OF STRUCTURAL MODELING UNCERTAINTIES ON SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
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20,000 ریال |
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× |
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ESTIMATING THE DURATION EFFECTS IN STRUCTURAL RESPONSES BY A NEW ENERGY-CYCLE BASED PARAMETER |
30,000 ریال |
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30,000 ریال |
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ارزیابی احتمال خرابی دیوارهای برشی و تیرها در سیستمهای دوگانه قاب خمشی و دیوار برشی بتنی |
30,000 ریال |
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30,000 ریال |
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ACTIVE DEFORMATION OF MAKRAN (SOUTHEAST IRAN) USING ONTINUOUS GPS MEASUREMENTS |
30,000 ریال |
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30,000 ریال |
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