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× |
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MECHANISM OF PERFORMANCE STONE COLUMN SUBJECT TO STRUCTURE ON DEEP LOOSE ATURATED SAND DEPOSITS |
20,000 ریال |
|
20,000 ریال |
|
× |
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APPLICATION OF NEURAL NETWORK IN RELIABILITY PREDICTION OF SEISMICALLY ISOLATED STRUCTURES SUBJECTED TO RANDOM GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
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SHEAR DESIGN OF BRIDGE BEAMS BY STRUT-AND-TIE MODEL |
20,000 ریال |
|
20,000 ریال |
|
× |
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ACTIVE FAULT IN KHERRATA |
20,000 ریال |
|
20,000 ریال |
|
× |
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STRUCTURE SPECIFIC GROUND MOTION SELECTION: PROS, CONS AND FUTURE DIRECTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATE THE SEISMIC PERFORMANCE OF HYBRID BEAMS IN SHEAR WALLS WITH OPENINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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SEISMIC BEHAVIOR OF DECK OF SEGMENTAL POST-TENSIONED BRIDGES UNDER VERTICAL EARTHQUAKE MOTIONS USING PUSH-OVER (DOWN AND UP) ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE DETERMINATION OF MODIFICATION FACTOR FOR OUTRIGGER BRACED STRUCTURES USING TIME HISTORY ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
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PERFORMANCEOF REPLACEABLE STEEL COUPLE BEAM IN RC SHEAR WALLS |
20,000 ریال |
|
20,000 ریال |
|
× |
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SEISMIC PERFORMANCE OF STEEL TALL BUILDINGS WITH OUTRIGGER SYSTEM IN NEAR FAULT ZONES |
20,000 ریال |
|
20,000 ریال |
|
× |
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PERFORMANCE-BASED OPTIMUM DESIGN OF REINFORCED CONCRETE MOMENT FRAMES UNDER EARTHQUAKE OADING |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF A PROPOSED RETROFIT TECHNIQUE FOR UNREINFORCED MASONRY WALLS USING FEM NONLINEAR ANALYSIS |
20,000 ریال |
|
20,000 ریال |
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× |
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EFFECT OF STIFFENERS ON THE ANGLE OF INCLINATION IN STEEL PLATE EARWALLS |
20,000 ریال |
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20,000 ریال |
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