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× |
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DYNAMIC STABILITY AND RESPONSE OF A BIO-INSPIRED TENSEGRITY STRUCTURAL COMPONENT UNDER EARTHQUAKE LOADING |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE |
20,000 ریال |
|
20,000 ریال |
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× |
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SEISMIC FRAGILITY ESTIMATION UNDER ORTHOGONAL EARTHQUAKE EXCITATIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
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MODELLING SEISMIC RECORD AND SOIL TEST RESULT BY NEURAL COMPUTING WITH GENETIC ALGORITHM |
20,000 ریال |
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20,000 ریال |
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× |
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COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN |
20,000 ریال |
|
20,000 ریال |
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× |
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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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40,000 ریال |
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× |
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EVALUATING SHEAR STRENGTH OF RC INTERIOR WIDE BEAM-COLUMN JOINTS UNDER SEISMIC ACTION |
20,000 ریال |
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20,000 ریال |
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× |
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FLOOD RESISTANT DESIGN AND CONSTRUCTION IN SEISMIC ZONE |
30,000 ریال |
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30,000 ریال |
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× |
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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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× |
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GENETIC ALGORITHMS IN TSUNAMI STUDIES |
30,000 ریال |
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30,000 ریال |
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× |
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APPLICATION OF OPEN SOURCE PROGRAMS IN PROBABILISTIC SEISMIC HAZARD ASSESSMENT AND UTILIZATION OF SITE EFFECTS CONCERNING KERMANSHAH REGION WITH EMPHASIZING ON 12 NOV. 2017 EARTHQUAKE (MW=7.3) |
30,000 ریال |
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30,000 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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