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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 FRAGILITY ESTIMATION UNDER ORTHOGONAL EARTHQUAKE EXCITATIONS |
20,000 ریال |
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40,000 ریال |
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× |
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ADAPTIVE PUSHOVER ANALYSIS OF REINFORCED CONCRETE STRUCTURES |
20,000 ریال |
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20,000 ریال |
|
× |
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TURKISH DISASTER DATA BANK (TABB) |
0 ریال |
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0 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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ASSESSMENT OF NGA IN CONSIDERATION OF UNCERTAINTY RELATED TO FAULT RUPTURE MODEL PARAMETERS |
30,000 ریال |
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30,000 ریال |
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× |
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مقایسه پاسخهای لرزهای قابهای خمشی فولادی با و بدون هسته گهوارهای |
30,000 ریال |
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60,000 ریال |
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× |
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COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN |
20,000 ریال |
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20,000 ریال |
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× |
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ENERGY-BASED DESIGN OF KNEE-ELEMENT CONNECTION FRAMES (KCFS) IN PIPE RACKS |
30,000 ریال |
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30,000 ریال |
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× |
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APPLICATION OF PATTERN RECOGNITION TECHNIQUES TO LONG-TERM EARTHQUAKE PREDICTION IN ALBORZ REGION ON IRANIAN PLATE |
20,000 ریال |
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20,000 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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ASSESSMENT OF FINITE FAULT PLANE GEOMETRY IN MEGATHRUST EARTHQUAKE |
30,000 ریال |
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30,000 ریال |
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