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× |
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EFFECT OF BIDIRECTIONAL NEAR FIELD GROUND MOTIONS ON INELASTIC RESPONSE OF 3D MODELED RC FRAME BUILDINGS |
20,000 ریال |
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20,000 ریال |
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× |
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ANALYSIS OF FEATURE OF RECENT SEISMICITY IN VLORA-ELBASANI-DIBRA SEISMOGENIC ZONE |
20,000 ریال |
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20,000 ریال |
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× |
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EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS |
20,000 ریال |
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20,000 ریال |
|
× |
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SOIL CATEGORY EFFECTS ON THE DISPLACEMENT AMPLIFICATION FACTOR ( CD) OF OUTRIGGER BRACED STRUCTURES |
20,000 ریال |
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20,000 ریال |
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× |
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ESTIMATION OF R FACTOR FOR MDOF SYSTEMS UNDER NEAR FIELD MOTIONS WITH FORWARD DIRECTIVITY EFFECT: MODIFICATION FACTORS |
20,000 ریال |
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20,000 ریال |
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× |
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A SURVEY OF RISK TAKING ANALYSIS AND PREDICTION OF MAGNITUDE AND TIME OF EARTHQUAKE IN SAN FRANCISCO BY ARTIFICIAL NEURAL NETWORK |
20,000 ریال |
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20,000 ریال |
|
× |
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DEVELOPMENT OF GIS-BASED DATABASE OF ACTIVE FAULTS IN THE IDDLE EAST AREA |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC STRENGTHENING OF SMALL SCALE PLAIN CONCRETE COLUMNS WITH NEW HYBRID STEEL-FRP JACKETS |
20,000 ریال |
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20,000 ریال |
|
× |
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LABORATORY BEHAVIOR EVALUATION OF REINFORCED SELF-COMPACTING CONCRETE BEAMS CONTAINING STEEL FIBER UNDER QUASI STATIC CYCLIC LOADING |
20,000 ریال |
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20,000 ریال |
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× |
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STATIC AND EIGENVALUE ANALYSIS OF CRACKED EULER BERNOULLI BEAM BY NEW MACRO ELEMENT CONTAINED ONE CRACK |
20,000 ریال |
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20,000 ریال |
|
× |
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SIMULATION OF GROUND'S STRONG MOTION USING THE EMPIRICAL GREEN'S FUNCTION FOR THE AHAR-VARZEQAN EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
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