|
× |
 |
PHYSICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC VULNERABILITY ASSESSMENT OF RC MOMENT FRAMES USING KRATZING CUMULATIVE DAMAGE CONSIDERING THE EFFECT OF SOIL-STRUCTURE INTERACTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ESTIMATION OF STRONG GROUND MOTION PARAMETERS OF INITIAL PART OF P-WAVE FOR EARLY WARNING SYSTEMS IN THE AZARBAIJAN REGION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EXPERIMENTAL RESEARCH ON CONCRETE STIFFENED STEEL PLATE SHEAR WALL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF THE EFFECT OF PGV/PGA RATIO OF STRONG GROUND MOTIONS ON RESPONSES OF SOIL STRUCTURE SDOF SYSTEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ON THE SEISMIC PERFORMANCE EVALUATION OF OUTRIGGER AND BELT TRUSS SYSTEMS FOR STEEL HIGH-RISE BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EXPERIMENTAL INVESTIGATION OF FAULT RUPTURE- SOIL- STRUCTURE INTERACTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THREE-DIMENSIONAL INVESTIGATION OF ORTHOGONAL PAIRS OF ROLLERS ON CONCAVE BED (OPRCB) SEISMIC ISOLATOR |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMICASSESSMENT OF STEEL FRAMES WITH DIFFERENT RESISTING SYSTEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COMPARING RESPONSE MODIFICATION FACTORS OF T-SHAPE RESISTANT FRAME WITH ECCENTRICALLY BRACED FRAME |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION OF SEISMIC PARAMETERS OF AZERBAIJAN REGION, USING GENERALIZED INVERSION METHOD |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PROGRESSIVE COLLAPSE OF A BUILDING WITH POST-TENSIONED CONNECTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCE –BASED SEISMIC RESPONSE OF BURIED STEEL PIPELINES |
20,000 ریال |
|
20,000 ریال |
|
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