|
× |
 |
DETERMINATION OF CONCENTRATION OF EARTHQUAKES CLUSTERING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NUMERICAL MODELLING OF SHAKING TABLE SUBJECTED TO INTERACTION WITH SURROUNDING ENVIRONMENT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE EFFECTS OF MASS ECCENTRICITY SCENARIO ON THE SEISMIC TORSIONAL BEHAVIOUR OF RC/MR BUILDINGS |
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 |
|
× |
|
SEISMOTECTONICS OF BADRA-AMARAH FAULT, IRAN-IRAQ BORDER |
20,000 ریال |
|
20,000 ریال |
|
× |
|
USING THE H/V SPECTRAL RATIO FOR ESTIMATING THE VULNERABILITY INDEX OF AN URBAN AREA |
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 |
|
× |
|
COMPARING NONLINEAR TIME HYSTORY AND NONLINEAR STATIC ANALYSIS OF RC STRUCTURES WITH VERTICAL MASS IRREGULARITY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC RETROFIT OF HISTORICAL AND EXISTING BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC RESPONSE OF 2D AND 3D SEMI-SINE SHAPED HILLS AND VALLEYS SUBJECTED TO SIMPLE INCIDENT PULSES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
APPLICATION OF THE HIERARCHICAL SINGLE-SURFACE (HISS) PLASTICITY MODEL IN NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS UNDER MONOTONIC AND REVERSED CYCLIC LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MODAL ANALYSIS FOR FLEXIBLE BASE ECCENTRIC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION OF THE CONTEMPORARY STRESS STATE IN CENTRAL ZAGROS |
20,000 ریال |
|
20,000 ریال |
|
|
