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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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SPATIAL VARIABILITY OF NEAR-SOURCE SEISMIC GROUND MOTION WITH RESPECT TO DIFFERENT DISTANCE METRICS, WITH SPECIAL EMPHASIS ON MAY 29 2012 PO PLAIN EARTHQUAKE, ITALY |
20,000 ریال |
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20,000 ریال |
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× |
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RELIABILITY EVALUATION OF ENGINEERING DEMAND PARAMETERS BASED ON THE LENGTH OF SEISMIC LINKS IN ECCENTRICALLY BRACED FRAMES |
20,000 ریال |
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20,000 ریال |
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× |
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STRUCTURAL HEALTH MONITORING BY USING ARTIFICIAL NEURAL NETWORKS |
20,000 ریال |
|
20,000 ریال |
|
× |
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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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× |
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CHALLENGES IN DISTRIBUTION OF EMERGENCY RELIEF SUPPLY: CASE STUDIES OF THREE EARTHQUAKES IN IRAN |
20,000 ریال |
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20,000 ریال |
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× |
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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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EFFECT(S) OF LOWER CRUST FLOW AND RECENT TECTONIC ACTIVITIES IN ZAGROS |
20,000 ریال |
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20,000 ریال |
|
× |
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PERFORMANCE-BASED OPTIMUM DESIGN OF REINFORCED CONCRETE MOMENT FRAMES UNDER EARTHQUAKE OADING |
20,000 ریال |
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20,000 ریال |
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× |
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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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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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