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× |
 |
DESIGN AND IMPLEMENTATION OF A SLIDING MODE CONTROLLER FOR A SEISMIC SHAKE TABLE |
20,000 ریال |
|
20,000 ریال |
|
× |
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COMPARING RESPONSE MODIFICATION FACTORS OF T-SHAPE RESISTANT FRAME WITH ECCENTRICALLY BRACED FRAME |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF THREE SPAN ARCH STONE BRIDGE IN DRODGARAN UNDER EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
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ASSESSMENT OF THE SOIL-STRUCTURE INTERACTION ON THE SEISMIC DEMANDS OF LOW-RISE MOMENT-RESISTING FRAME BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVEMENT OF LIQUEFACTION RESISTANCE OF SAND BY CEMENTATION |
20,000 ریال |
|
20,000 ریال |
|
× |
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ESTIMATION OF R FACTOR FOR MDOF SYSTEMS UNDER NEAR FIELD MOTIONS WITH FORWARD DIRECTIVITY EFFECT: MODIFICATION FACTORS |
20,000 ریال |
|
20,000 ریال |
|
× |
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VERTICAL GROUND MOTION PREDICTION EQUATIONS FOR GA AND PSA IN ALBORZ-AZERBAIJAN, IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
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FACTORS AFFECTING SURVIVAL IN TSUNAMI EVACUATION |
20,000 ریال |
|
20,000 ریال |
|
× |
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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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MUTUAL EFFECTS OF UPLIFT AND SOIL-STRUCTURE INTERACTION ON NONLINEAR DYNAMIC RESPONSES |
20,000 ریال |
|
20,000 ریال |
|
× |
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ADDITION OF CONCRETE SHEAR WALLS; A TYPICAL RETROFITTING METHOD FOR MASONRY BUILDINGS |
20,000 ریال |
|
20,000 ریال |
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