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× |
 |
MECHANISM OF PERFORMANCE STONE COLUMN SUBJECT TO STRUCTURE ON DEEP LOOSE ATURATED SAND DEPOSITS |
20,000 ریال |
|
20,000 ریال |
|
× |
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APPLICATION OF STEPP METHOD FOR ASSESSING THE COMPLETENESS OF INSTRUMENTAL AND PRE-INSTRUMENTAL EARTHQUAKE DATA IN DIFFERENT SEISMIC PROVINCES OF IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
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EFFECT OF VERTICAL MOTION OF NEAR-FAULT EVENTS ON HIGHWAY BRIDGE WITH FRICTION -RUBBER ISOLATOR |
20,000 ریال |
|
20,000 ریال |
|
× |
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SHEAR DESIGN OF BRIDGE BEAMS BY STRUT-AND-TIE MODEL |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF COLLAPSE MARGIN FOR RC FRAMES DESIGNED BASED ON IRANIAN SEISMIC CODE |
20,000 ریال |
|
20,000 ریال |
|
× |
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SIMULATING OF THE STRONG MOTIONS FOR THE 16 APRIL,2013 SARAVAN EARTHQUAKE, BASED ON STOCHASTIC FINITE-FAULT METHOD |
20,000 ریال |
|
20,000 ریال |
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× |
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EFFECT OF POSSIBLE ROTATION IN THE BOTTOM OF COLUMNS ON THE STRENGTH OF INFILLED STEEL FRAME |
20,000 ریال |
|
20,000 ریال |
|
× |
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ACTIVE FAULTING AT THE GOTVAND DAM SITE BASED ON SEISMIC AND GEOTECHNICAL DATA |
20,000 ریال |
|
20,000 ریال |
|
× |
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ANALYTICAL STUDY ON COMPOSITE STEEL PLATE WALLS USING A MODIFIED STRIP MODEL |
20,000 ریال |
|
20,000 ریال |
|
× |
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AUTOMATIC SHUT -OFF SYSTEM OF URBAN GAS STATIONS IN EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
|
× |
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CORRELATION OF DEFORMATION DEMANDS WITH STRONG GROUND MOTION ARAMETERS FOR RECENT EARTHQUAKES OF IRAN |
20,000 ریال |
|
20,000 ریال |
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