|
× |
|
PROPOSING AN OPTIMAL CABLE CONFIGURATION FOR LALI CABLE - STAYED BRIDGE USING SEISMIC RISK ASSESSMENT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE PSEUDO-DYNAMIC ANALYSIS OF CRITICAL NON-CIRCULAR SLIP SURFACE IN EARTH SLOPES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE EFFECTS OF SOIL THICKNESS ON REVERSE FAULT RUPTURE PROPAGATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
HYBRID PRECAST CONCRETE SOLID SHEAR WALLS FOR SEISMIC REGIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ANALYSIS OF RC STRUCTURES CONSIDERING REBARS CORROSION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ECONOMIC AND MANAGEMENT SURVEYING AND COMPARISON OF SOIL IMPROVEMENT METHODS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC PERFORMANCE OF STEEL TALL BUILDINGS WITH OUTRIGGER SYSTEM IN NEAR FAULT ZONES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DAMAGE-RELATED PERFORMANCE-BASED SEISMIC DESIGN OF BITLIS RIVER VIADUCT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
A REVIEW ON EFFECTIVENESS OF EMERGENCY TELECOMMUNICATION SYSTEMS IN IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE GACHIN FAULT ZONE AS THE MAIN CAUSE OF THE RECENT DEFORMATIONS ON THE SEDIMENTARY COVER AND THE 2014 MAY 27 EARTHQUAKE IN THE SOUTH OF QESHM ISLAND |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN EFFICIENT ENERGY DISSIPATING DEVICE CALLED COMB-TEETH DAMPER |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SIMULATION OF LATERAL SPREADING OF GENTLY SLOPING LIQUEFIED GROUND |
20,000 ریال |
|
20,000 ریال |
|
× |
|
LEVEL CROSSING APPROACH IN SPATIAL AND TEMPORAL DEPENDENCE IN EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
|