× |
|
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 |
× |
|
LESSONS LEARNED FROM ELE STUDIES IN EARTHQUAKE-PRONE DEVELOPING COUNTRIES |
20,000 ریال |
|
20,000 ریال |
× |
|
INVESTIGATING THE EFFECT OF TORSION IN NONLINEAR BEHAVIOR OF COMMON RC BUILDINGS WITH SHEAR WALL |
20,000 ریال |
|
20,000 ریال |
× |
|
CAPACITY INTERACTION CURVES FOR MASONRY WALLS UNDER BIDIRECTIONAL SEISMIC LOADING |
20,000 ریال |
|
20,000 ریال |
× |
|
REDUCING EPISTEMIC UNCERTAINTY OF PROBABILISTIC SEISMIC HAZARD ANALYSIS USING MONTE CARLO SIMULATION |
20,000 ریال |
|
20,000 ریال |
× |
|
EFFECTS OF THE MULTI-SUPPORT EXCITATION ON LINEAR RESPONSE OF ONE-STORY BUILDINGS |
20,000 ریال |
|
20,000 ریال |
× |
|
NUMERICAL ANALYSIS OF FLEXIBLE SHALLOW FOUNDATIONS SUBJECTED TO NORMAL FAULT RUPTURE |
20,000 ریال |
|
20,000 ریال |
× |
|
ANALYTICAL STUDY ON THE SEISMIC RESPONSE OF BASE ISOLATION SYSTEM |
20,000 ریال |
|
20,000 ریال |
× |
|
EVALUATION OF FOOTING BEHAVIOR ON SOILS REINFORCED BY GRANULAR RUBBERS AND GEOCELLS EXPERIMENTALLY |
20,000 ریال |
|
20,000 ریال |
|