|
× |
 |
NEW SEISMIC ZONATION OF IRAN FOR APPLICATION IN THE TIME AND MAGNITUDE PREDICTABLE MODEL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PROPORTIONAL LOCATION OF BRACES TO REDUCE TORSION EFFECT AND WEIGHT OF STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVING SEISMIC BEHAVIOR OF HEIGHT IRREGULAR STRUCTURES USING VISCOUS DAMPER DISTRIBUTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC ASSESSMENT DEMAND OF ISOLATED BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE EFFECT OF STRUCTURAL STEEL PARAMETER AND QUALITY OF CONSTRUCTION UNCERTAINTIES ON SEISMIC PERFORMANCE OF A SPECIAL MOMENT RESISTING FRAME |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DRIFT-CONTROL EVALUATION OF RC-MRF STRUCTURES USING NONLINEAR DYNAMIC ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EXPERIMENTAL STUDIES ON A NEW VISCOUS DAMPER AND DETERMINATION OF ITS MECHANICAL PROPERTIES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE EFFECT OF PANEL ZONE ON SEISMIC BEHAVIOR OF STEEL MOMENT RESISTING FRAME IN THE NEAR AND FAR SOURCE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
STIFFNESS MATRIX OF SHEAR-TYPE BUILDINGS EXTRACTED FROM OUTPUT-ONLY DATA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC SAFETY ASSESSMENT OF ADOBE VAULTED ARCHITECTURE IN IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVING PLASTIC THEORY BASED FORMULA FOR ULTIMATE STERNGTHS OF INFILLED FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AUTOMATIC SHUT -OFF SYSTEM OF URBAN GAS STATIONS IN EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE EFFECTS OF NEAR-FIELD AND FAR-FIELD MULTIPLE EARTHQUAKES ON SINGLE STORY RC FRAMES |
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 |
|
|
