|
× |
 |
RESPONSE OF CONCRETE BLOCK MASONRY WALLS SUBJECTED TO IN-PLANE SHEAR AND FLEXURAL LOADS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SIMULATING OF THE STRONG MOTIONS FOR THE 16 APRIL,2013 SARAVAN EARTHQUAKE, BASED ON STOCHASTIC FINITE-FAULT METHOD |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PRODUCING CONDENSED EARTHQUAKE CATALOGUE FOR LIFELINE NETWORKS RISK ASSESSMENT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE ROLE OF TOPOGRAPHIC AMPLIFICATION IN SEISMIC SLOPE INSTABILITIES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
KINEMATIC INTERACTION OF STRIP EMBEDDED FOUNDATION WITH INCOMPLETE CONTACT BETWEEN SIDEWALL AND SURROUNDING SOIL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF RESIDUAL STRENGTH ON THE BEHAVIOUR OF ENERGY DISSIPATING AT STEEL-BRACED FRAME WITH LOW DAMAGE SYSTEM |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMOTECTONICS OF BADRA-AMARAH FAULT, IRAN-IRAQ BORDER |
20,000 ریال |
|
20,000 ریال |
|
× |
|
STIFFNESS MATRIX OF SHEAR-TYPE BUILDINGS EXTRACTED FROM OUTPUT-ONLY DATA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVING SEISMIC BEHAVIOR OF HEIGHT IRREGULAR STRUCTURES USING VISCOUS DAMPER DISTRIBUTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECTIVENESS OF THE PUSHOVER ANALYSIS ETHOD FOR THE SEISMICRESPONSE TIMATION OF BUILDINGS SUBJECTEDTO NEAR-FAULT AND FAR-FAULT GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN INTEGRATED DESIGN FOR EARTHQUAKE ENERGY RELEASE AND FORECAST MODEL DEVELOPMENT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SCALING OF GROUND MOTION RECORDS FOR NONLINEAR TIME HISTORY ANALYSIS OF STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
|
