|
× |
 |
SEISMOTECTONICS OF BADRA-AMARAH FAULT, IRAN-IRAQ BORDER |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SCALING OF GROUND MOTION RECORDS FOR NONLINEAR TIME HISTORY ANALYSIS OF STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
TWO DIMENSIONAL VELOCITY FIELD OF THE IRANIAN PLATEAU |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF THE EFFECTS OF MODELING UNCERTAINTIES ON THE SEISMIC PERFORMANCE OF REINFORCED CONCRETE FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC EVALUATION OF STEEL MOMENT FRAMES EQUIPPED WITH XADAS YIELDING METALLIC DAMPERS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CAPACITY INTERACTION CURVES FOR MASONRY WALLS UNDER BIDIRECTIONAL SEISMIC LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVING SEISMIC BEHAVIOR OF HEIGHT IRREGULAR STRUCTURES USING VISCOUS DAMPER DISTRIBUTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
HOW TO COMPARE THE SEISMIC PERFORMANCE OF STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PARAMETRIC STUDY OF THE BEHAVIOR OF CONCRETE BLOCK QUAY WALLS PORT PARS PETROCHEMICAL UNDER NEAR-FIELD EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ON THE BEHAVIOR OF THE STEEL PLATE SHEAR WALLS WITH UNEQUAL COLUMNS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
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 |
|
× |
|
NUMERICAL AND EXPERIMENTAL SEISMIC EVALUATION OF CONFINED MASONRY WALL RETROFITTED BY POLYPROPYLENE FIBER, STEEL FIBER AND WIRE MESH REINFORCED SHOTCRETE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EXPLICIT DEMAND MODEL FOR MULTI- STORY STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
|
|
