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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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SELECTING BUILDING VULNERABILITY FUNCTIONS FOR EARTHQUAKE LOSS ESTIMATION STUDIES |
20,000 ریال |
|
20,000 ریال |
|
× |
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RELATION BETWEEN THE RUPTURE OF SEDIMENTARY ROCK AND THE RUPTURE OF BASEMENT IN THE ZAGROS SIMPLY FOLDED BELT, IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
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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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PERFORMANCEOF REPLACEABLE STEEL COUPLE BEAM IN RC SHEAR WALLS |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF ADAPTIVE PUSHOVER METHODS IN STRUCTURES WITH VERTICAL STRENGTH IRREGULARITIES |
20,000 ریال |
|
20,000 ریال |
|
× |
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FLEXURAL STRENGTH AND MOMENT-CURVATURE CHARACTERISTICS OF SLENDER RECTANGULAR RC WALL SECTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
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SCALING OF GROUND MOTION RECORDS FOR NONLINEAR TIME HISTORY ANALYSIS OF STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
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ASSESSMENT OF DISPLACEMENT-BASED ADAPTIVE PUSHOVER (DAP) CAPABILITY TO ESTIMATE SEISMIC INELASTIC DEMANDS OF SMRF’S |
20,000 ریال |
|
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 |
|
20,000 ریال |
|
× |
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DESIGN CONCEPT OF RETROFITTED RC BEAM-COLUMN JOINTS BY PRESTRESSED JOINT ENLARGEMENT |
20,000 ریال |
|
20,000 ریال |
|
× |
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AN INVESTIGATION ON THE UPLIFT FORCES IN BUILDINGS EQUIPPED WITH OPRCB ISOLATORS |
20,000 ریال |
|
20,000 ریال |
|
× |
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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 |
|
20,000 ریال |
|
× |
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ESTIMATION OF ECONOMIC LOSSES DUE TO EARTHQUAKE IN LIFELINE SYSTEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
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PROPORTIONAL LOCATION OF BRACES TO REDUCE TORSION EFFECT AND WEIGHT OF STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
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SEISMIC ASSESSMENT DEMAND OF ISOLATED BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE EFFECT OF STRUCTURAL STEEL PARAMETER AND QUALITY OF CONSTRUCTION UNCERTAINTIES ON SEISMIC PERFORMANCE OF A SPECIAL MOMENT RESISTING FRAME |
20,000 ریال |
|
20,000 ریال |
|
× |
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SEISMIC EVALUATION OF PRECAST CONCRETE BUILDING WITH LARGE PANEL |
20,000 ریال |
|
20,000 ریال |
|
× |
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DETERMINATION OF CONCENTRATION OF EARTHQUAKES CLUSTERING |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE ROLE OF TOPOGRAPHIC AMPLIFICATION IN SEISMIC SLOPE INSTABILITIES |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF THE EFFECTS OF MODELING UNCERTAINTIES ON THE SEISMIC PERFORMANCE OF REINFORCED CONCRETE FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
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DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS |
20,000 ریال |
|
20,000 ریال |
|
× |
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SEISMIC CRITICAL EXCITATION FOR EARTHQUAKE INPUT ENERGY |
20,000 ریال |
|
20,000 ریال |
|
× |
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COMPARISON OF SEISMIC HAZARD CURVES BASED ON OBSERVED AND SIMULATED EVENTS: CASE STUDY OF THE CITY OF TEHRAN, IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
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AN INTEGRATED DESIGN FOR EARTHQUAKE ENERGY RELEASE AND FORECAST MODEL DEVELOPMENT |
20,000 ریال |
|
20,000 ریال |
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