|
× |
 |
CYCLIC BEHAVIOR OF SANDWICH PANELS WITH PUR CORE AND GFRP, AND CONCRETE AS A SKIN |
30,000 ریال |
|
30,000 ریال |
|
× |
|
THE EFFECTS OF MASS ECCENTRICITY SCENARIO ON THE SEISMIC TORSIONAL BEHAVIOUR OF RC/MR BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ASSESSMENT OF DISPLACEMENT COEFFICIENT METHODS OF FEMA356 AND ASCE41-06 FOR SEISMIC EVALUATION OF REINFORCED CONCRETE FRAMES WITH CONCRETE SHEAR WALLS |
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 |
|
× |
|
A CONSTITUTIVE MODEL FOR SILTY SANDS |
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 |
|
× |
|
FACTORS AFFECTING SURVIVAL IN TSUNAMI EVACUATION |
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 |
|
× |
|
مطالعه موردی سازه پروژه بیمارستان آتیه غرب 2 مجهز به سیستم
میرایی اصطکاکی – دورانی |
30,000 ریال |
|
30,000 ریال |
|
× |
|
APPLICATION OF NEURAL NETWORK IN RELIABILITY PREDICTION OF SEISMICALLY ISOLATED STRUCTURES SUBJECTED TO RANDOM 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 |
|
× |
|
MODAL ANALYSIS FOR FLEXIBLE BASE ECCENTRIC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
|
