× |
|
INFLUENCE OF REDUCED SEICMIC HAZARD LEVEL IN REHABILATION CONSIDERING REMAINING LIFE SPAN |
30,000 ریال |
|
30,000 ریال |
× |
|
INFLUENCE OF RUBBER GRANULES CONTENT ON THE ISOLATION RESPONSE OF AN IN-FILLED BARRIER WALL |
30,000 ریال |
|
30,000 ریال |
× |
|
STRENGENING JOINTS OF RC FRAMES WITH STIFFENED STEEL PLATES |
30,000 ریال |
|
30,000 ریال |
× |
|
APPLICATION OF STEEL BRACED STRUCTURES WITH CONTROLLED ROCKING SYSTEM IN SEISMIC RETROFITTING OF BUILDINGS, CASE STUDY OF A UNIVERSITY BUILDING |
30,000 ریال |
|
30,000 ریال |
× |
|
THE VERIFICATION OF VISCO-PLASTIC DAMPER |
30,000 ریال |
|
30,000 ریال |
× |
|
بررسی عملکرد لرزهای قابهای بتن مسلح مقاوم سازی شده با سیستم مهاربند واگرا |
30,000 ریال |
|
30,000 ریال |
× |
|
HALF-SPACE GREEN’S FUNCTION FOR LAMB’S PROBLEM |
30,000 ریال |
|
30,000 ریال |
× |
|
FUZZY RELIABILITY ANALYSIS OF SHEET PILE WALL SEISMIC DESIGN |
30,000 ریال |
|
30,000 ریال |
× |
|
ANALYSIS OF SOIL-NAILED WALLS USING A PSEUDO-DYNAMIC APPROACH, CONSIDERING THE EFFECT OF NAILS |
30,000 ریال |
|
30,000 ریال |
× |
|
ENERGY ABSORPTION AND INELASTICITY DISTRIBUTION MECHANISMS IN STEEL MOMENT FRAMES AFFECTED BY MAINSHOCK-AFERSHOCK SEQUENCES |
30,000 ریال |
|
30,000 ریال |
× |
|
THE EFFECT OF USING ADDITIONAL ISOLATED UPPER FLOOR ON THE PERFORMANCE POINT OF R.C. FRAME STRUCTURES IN ARMENIA |
30,000 ریال |
|
30,000 ریال |
× |
|
THE NECESSITY OF REVIEWING THE MAP OF ACTIVE FAULTS OF TEHRAN |
30,000 ریال |
|
30,000 ریال |
× |
|
EVALUATION OF FEMA P-58 METHOD FOR ESTIMATING RESIDUAL DRIFT DEMANDS IN BUCKLING RESTRAINED BRACED FRAMES |
30,000 ریال |
|
30,000 ریال |
|