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× |
 |
ASSESSMENT OF DISPLACEMENT COEFFICIENT METHODS OF FEMA356 AND ASCE41-06 FOR SEISMIC EVALUATION OF REINFORCED CONCRETE FRAMES WITH CONCRETE SHEAR WALLS |
20,000 ریال |
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20,000 ریال |
|
× |
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RELATIONS BETWEEN LIQUEFACTION RESISTANCE AND SHEAR WAVE VELOCITY AS AFFECTED BY AGING OF SAND DEPOSITS |
20,000 ریال |
|
20,000 ریال |
|
× |
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OPTIMAL SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
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CONTROL OF ASYMMETRIC PLAN BUILDINGS WITH ACTIVE TUNED MASS DAMPER USING GENETIC ALGORITHM |
20,000 ریال |
|
20,000 ریال |
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× |
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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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THE EFFECTS OF MASS ECCENTRICITY SCENARIO ON THE SEISMIC TORSIONAL BEHAVIOUR OF RC/MR BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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CFRP-RETROFITTING OF REINFORCED CONCRETE FRAMES CONSIDERING NONLINEAR SOIL-STRUCTURE INTERACTION |
20,000 ریال |
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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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EFFECT OF BIDIRECTIONAL NEAR FIELD GROUND MOTIONS ON INELASTIC RESPONSE OF 3D MODELED RC FRAME BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE EFFECT OF PANEL ZONE ON SEISMIC BEHAVIOR OF STEEL MOMENT RESISTING FRAME IN THE NEAR AND FAR SOURCE |
20,000 ریال |
|
20,000 ریال |
|
× |
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USING THE H/V SPECTRAL RATIO FOR ESTIMATING THE VULNERABILITY INDEX OF AN URBAN AREA |
20,000 ریال |
|
20,000 ریال |
|
× |
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SETTLEMENT OF SHALLOW FOOTING RESTED ON LIQUEFIABLE SAND: PHYSICAL MODELING |
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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HOW EFFICIENT THE GENERALIZED CONDITIONAL INTENSITY MEASURE IS? |
20,000 ریال |
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20,000 ریال |
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