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× |
 |
DETERMINING THE DESIGN SPECTRUM OF THE NEAR FIELD IN VARIOUS DISTANCES FROM FAULT FOR SOIL TYPE II IN IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF WALL THICKNESS EFFECTS ON SEISMIC BEHAVIOR OF ABOVEGROUND CYLINDRICAL ANCHORED AND UNANCHORED STEEL TANKS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
STRUCTURAL MATURITY OF BLIND FAULTS IN ZAGROS FOLD AND THRUST BELT |
20,000 ریال |
|
20,000 ریال |
|
× |
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MODELING OF RECOVERY RATE OF INFRASTRUCTURE SYSTEM USING THE COVARIATE BASED MODEL |
20,000 ریال |
|
20,000 ریال |
|
× |
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A COMPARATIVE STUDY ON ESTIMATION OF LATERAL DISPLACEMENT AT FIRST YIELDING OF MRF STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ESTIMATION OF STEEL MRFS STRENGTH REDUCTION FACTOR (BEHAVIOR FACTOR) BY IMPLEMENTING DIFFERENT CONVENTIONAL AND ADVANCED NONLINEAR STATIC ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
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COMPARISON OF SEISMIC RISK OF LOW RISE IMPORTANT BUILDINGS DESIGEND BY DIFFERENT EDITIONS OF IRANIAN SEISMIC CODE |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE MULTILAMINATE MODEL FOR PUSHOVER ANALYSIS OF LARGE SCALE UNREINFORCED MASONRY STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF SEISMIC RESPONSE OF TALL BUILDINGS WITH FRAMED TUBE SKELETONS IN HIGH SEISMIC AREAS |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE COMPARISON OF SEISMIC PERFORMANCE OF THE BRACES EQUIPPED WITH BRB AND RBS |
20,000 ریال |
|
20,000 ریال |
|
× |
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MODIFICATION OF RISK-UE INDEX USING MICROTREMORS FOR UNREINFORCED MASONRY BUILDINGS IN KERMANSHAH CITY |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE PSEUDO-DYNAMIC ANALYSIS OF CRITICAL NON-CIRCULAR SLIP SURFACE IN EARTH SLOPES |
20,000 ریال |
|
20,000 ریال |
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