|
× |
 |
INVESTIGATION OF THE CONTEMPORARY STRESS STATE IN CENTRAL ZAGROS |
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 |
|
× |
|
IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
LABORATORY BEHAVIOR EVALUATION OF REINFORCED SELF-COMPACTING CONCRETE BEAMS CONTAINING STEEL FIBER UNDER QUASI STATIC CYCLIC LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION ON THE EFFECT OF LATERAL SPREADING ON THE LONGITUDINALLY BURIED PIPELINES USING 1G SHAKING TABLE TESTS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION OF THE EFFECT OF BASE SHEAR COEFFICIENT ON LIFE CYCLE COSTS OF STEEL MOMENT FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION OF THE BRIDGE’S DESIGN CODES THROUGH NEAR FAULT’S EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MONTE CARLO SIMULATIONS OF SOIL AMPLIFICATION FUNCTIONS FOR SITE-SPECIFIC SEISMIC HAZARD ANALYSIS – CASE STUDY: TEHRAN, THE CAPITAL CITY OF IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION OF NEAR FIELD AND FAR FIELD EARTHQUAKES EFFECTS ON SITE SPECIFIC SPECTRA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION OF DETERIORATION BEHAVIOR OF HYSTERETIC LOOPS IN NONLINEAR STATIC ANALYSIS FOR SCMR FRAMES WITH SHEAR WALLS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION OF SEISMIC PARAMETERS OF AZERBAIJAN REGION, USING GENERALIZED INVERSION METHOD |
20,000 ریال |
|
20,000 ریال |
|
|
