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× |
 |
EVALUATION OF THE MODIFICATION FACTOR OF INFILLS ACCEPTANCE CRITERIA (LINEAR ANALYSIS) WITH STEEL AND CONCRETE SURROUNDED FRAMES,BASED ON EXPERIMENTAL RESULTS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF LIQUEFACTION TRIGGERING UTILIZING PERTINENT UNCERTAINTIES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF DYNAMIC CHARACTERISTICS OF IIEES SHAKING TABLE FOUNDATION USING FORCED VIBRATION TESTS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF UNSATURATED SOIL RESPONSE UNDER SEISMIC LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF THE EFFECTIVENESS OF RISK REDUCTION MEASURES FOR EARTHQUAKE ASSOCIATED GEO-HAZARDS IN TEHRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF RANDOM SEISMIC RESPONSE OF MID-RISE BUILDINGS WITH MASS IRREGULARITY CONSIDERING SOIL-STRUCTURE INTERACTION EFFECTS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF ADAPTIVE PUSHOVER METHODS IN STRUCTURES WITH VERTICAL STRENGTH IRREGULARITIES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF THE EFFECTS OF MODELING UNCERTAINTIES ON THE SEISMIC PERFORMANCE OF REINFORCED CONCRETE FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF THE EFFECT OF LINK BEAMS STIFFENERS WITH DIFFERENT CROSS-SECTIONS |
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 |
|
× |
|
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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EVALUATION OF EFFECTIVE PARAMETERS ON SEISMIC BEHAVIOR OF STEEL BRACED FRAME WITH CONTROLLED ROCKING APPROACH |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF THE LIQUEFACTION HAZARD POTENTIAL ON BUSHEHR NUCLEAR POWER PLANT (BNPP) |
20,000 ریال |
|
20,000 ریال |
|
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