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× |
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SEISMOTECTONICS OF BADRA-AMARAH FAULT, IRAN-IRAQ BORDER |
20,000 ریال |
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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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× |
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TWO DIMENSIONAL VELOCITY FIELD OF THE IRANIAN PLATEAU |
20,000 ریال |
|
20,000 ریال |
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× |
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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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SEISMIC EVALUATION OF STEEL MOMENT FRAMES EQUIPPED WITH XADAS YIELDING METALLIC DAMPERS |
20,000 ریال |
|
20,000 ریال |
|
× |
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CAPACITY INTERACTION CURVES FOR MASONRY WALLS UNDER BIDIRECTIONAL SEISMIC LOADING |
20,000 ریال |
|
20,000 ریال |
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× |
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IMPROVING SEISMIC BEHAVIOR OF HEIGHT IRREGULAR STRUCTURES USING VISCOUS DAMPER DISTRIBUTION |
20,000 ریال |
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20,000 ریال |
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× |
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HOW TO COMPARE THE SEISMIC PERFORMANCE OF STRUCTURES |
20,000 ریال |
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20,000 ریال |
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× |
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PARAMETRIC STUDY OF THE BEHAVIOR OF CONCRETE BLOCK QUAY WALLS PORT PARS PETROCHEMICAL UNDER NEAR-FIELD EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
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× |
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ON THE BEHAVIOR OF THE STEEL PLATE SHEAR WALLS WITH UNEQUAL COLUMNS |
20,000 ریال |
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20,000 ریال |
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× |
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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 |
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20,000 ریال |
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× |
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NUMERICAL AND EXPERIMENTAL SEISMIC EVALUATION OF CONFINED MASONRY WALL RETROFITTED BY POLYPROPYLENE FIBER, STEEL FIBER AND WIRE MESH REINFORCED SHOTCRETE |
20,000 ریال |
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20,000 ریال |
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× |
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EXPLICIT DEMAND MODEL FOR MULTI- STORY STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
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20,000 ریال |
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× |
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SPATIAL ANALYSIS OF SOCIO-ECONOMIC VULNERABILITY OF BOJNORD CITY TO EARTHQUAKES USING SPATIAL MULTI-CRITERIA MODEL IN GIS |
20,000 ریال |
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20,000 ریال |
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× |
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INVESTIGATING THE EFFECT OF TORSION IN NONLINEAR BEHAVIOR OF COMMON RC BUILDINGS WITH SHEAR WALL |
20,000 ریال |
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20,000 ریال |
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