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× |
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THE EFFECT OF MASONRY INFILLS ON THE PERFORMANCE OF LOW- AND MID-RISE STEEL BUILDINGS WITH MOMENT-RESISTING FRAMES |
20,000 ریال |
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20,000 ریال |
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× |
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EFFECTS OF PULSE-LIKE GROUND MOTIONS PARAMETERS ON MAXIMUM INTER-STORY DRIFT SPECTRA |
20,000 ریال |
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20,000 ریال |
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× |
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A SOFT COMPUTING METHOD FOR AUTOMATED DAMAGE MAPPING SING VHR IMAGERY |
20,000 ریال |
|
20,000 ریال |
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× |
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PERFORMANCEOF REPLACEABLE STEEL COUPLE BEAM IN RC SHEAR WALLS |
20,000 ریال |
|
20,000 ریال |
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× |
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EVALUATION OF ADAPTIVE PUSHOVER METHODS IN STRUCTURES WITH VERTICAL STRENGTH IRREGULARITIES |
20,000 ریال |
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20,000 ریال |
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× |
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EVALUATING THE EFFECT OF TWO AND THREE- COMPONENT EXCITATION OF EARTHQUAKE ON IRREGULAR BRIDGE RESPONSE ACCORDING TO 139 AND 463 IRANIAN CODES-A CASE STUDY |
20,000 ریال |
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20,000 ریال |
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× |
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FLEXURAL STRENGTH AND MOMENT-CURVATURE CHARACTERISTICS OF SLENDER RECTANGULAR RC WALL SECTIONS |
20,000 ریال |
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20,000 ریال |
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× |
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SCALING OF GROUND MOTION RECORDS FOR NONLINEAR TIME HISTORY ANALYSIS OF STRUCTURES |
20,000 ریال |
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20,000 ریال |
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× |
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EVALUATING THE EFFECT OF SYMMETRY ON SEISMIC BEHAVIOR OF IRREGULAR BUILDINGS IN PLAN |
20,000 ریال |
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20,000 ریال |
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× |
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DESIGN CONCEPT OF RETROFITTED RC BEAM-COLUMN JOINTS BY PRESTRESSED JOINT ENLARGEMENT |
20,000 ریال |
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20,000 ریال |
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× |
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AN INVESTIGATION ON THE UPLIFT FORCES IN BUILDINGS EQUIPPED WITH OPRCB ISOLATORS |
20,000 ریال |
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20,000 ریال |
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× |
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NEW SEISMIC ZONATION OF IRAN FOR APPLICATION IN THE TIME AND MAGNITUDE PREDICTABLE MODEL |
20,000 ریال |
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20,000 ریال |
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× |
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ESTIMATION OF ECONOMIC LOSSES DUE TO EARTHQUAKE IN LIFELINE SYSTEMS |
20,000 ریال |
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20,000 ریال |
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× |
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EFFECT OF VERTICAL MOTION OF NEAR-FAULT EVENTS ON SDOF SYSTEMS EQUIPPED BY SLIDING BEARINGS |
20,000 ریال |
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20,000 ریال |
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× |
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PROPORTIONAL LOCATION OF BRACES TO REDUCE TORSION EFFECT AND WEIGHT OF STRUCTURES |
20,000 ریال |
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20,000 ریال |
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× |
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STUDY OF LIQUEFACTION ON BURIED PIPELINES DURING EARTHQUAKE BY CASE STUDY OF THE 2013 DASHTI EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
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