× |
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EFFECTS OF STONE COLUMNS ON IMPROVEMENT OF LIQUEFABLE SOIL LAYERS |
30,000 ریال |
|
30,000 ریال |
× |
|
EXPERIMENTAL INVESTIGATION OF BRICK MASONRY ARCHES' (VAULT AND RIB COVER) BEHAVIOR UNREINFORCED AND REINFORCED BY C-FRP UNDER VERTICAL AND HORIZONTAL LOAD SIMULTANEOUSLY |
30,000 ریال |
|
30,000 ریال |
× |
|
ESTIMATION OF THE QUALITY FACTOR AND SOURCE PARAMETERS OF WEST OF IRAN FROM ACCELERATION SPECTRA OF THE TAZEHABAD-KERMANSHAH EARTHQUAKE 2018 |
30,000 ریال |
|
30,000 ریال |
× |
|
DETERMINATION OF SEISMIC BEARING CAPACITY AND FAILURE MECHANISMS FOR SHALLOWS PLACED ADJACENT TO SLOPES |
30,000 ریال |
|
30,000 ریال |
× |
|
EFFECTS OF SECONDARY STATIC STRESS TRIGGERING ON THE SPATIAL DISTRIBUTION OF AFTERSHOCKS, A CASE STUDY, 2003 BAM EARTHQUAKE (SE IRAN) |
30,000 ریال |
|
30,000 ریال |
× |
|
IMPACT OF LOAD COMBINATIONS ON RELIABILITY OF STEEL BEAMS ACCORDING TO IRANIAN STRUCTURAL STEEL CODE |
30,000 ریال |
|
30,000 ریال |
× |
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EXPERIMENTAL DETERMINATION OF THE NATURAL FREQUENCY OF VIBRATION OF ST. STEPHANOS CHURCH USING AMBIENT VIBRATIONS |
30,000 ریال |
|
30,000 ریال |
× |
|
MAGNETIC FIELD OBSERVATIONS FOR THE 11 NOVEMBER 2016 MW=6.1 JAPAN, EARTHQUAKE |
30,000 ریال |
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30,000 ریال |
× |
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AN INVESTIGATION OF USING LIFE DETECTION QUADCOPTERS IN EARTHQUAKES: THE CASE STUDY OF IRAN |
30,000 ریال |
|
30,000 ریال |
× |
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EVALUATION OF THE SEISMIC BEHAVIOR OF BASE-ISOLATED BUILDINGS SUBJECTED TO DIFFERENT TYPE OF GROUND MOTIONS WITH DIFFERENT COMPONENTS |
30,000 ریال |
|
30,000 ریال |
× |
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MICROSTRUCTURE AND DEFORMATION TEMPURATURE CONDITION OF ALIABAD-E DAMAQ MYLONITIC GRANITE |
30,000 ریال |
|
30,000 ریال |
× |
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STUDY OF KINEMATIC PARAMETERS OF EARTHQUAKES IN THE ZAGROS REGION |
30,000 ریال |
|
30,000 ریال |
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