|
× |
 |
EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS |
20,000 ریال |
|
40,000 ریال |
|
× |
|
SEISMIC FRAGILITY ESTIMATION UNDER ORTHOGONAL EARTHQUAKE EXCITATIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE SPECTRAL SHAPE EFFECT ON THE COLLAPSE OF ASYMMETRIC RC-SMF BUILDINGS |
0 ریال |
|
0 ریال |
|
× |
|
IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECTS OF PULSE-LIKE GROUND MOTIONS PARAMETERS ON MAXIMUM INTER-STORY DRIFT SPECTRA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF STRUCTURAL MODELING UNCERTAINTIES ON SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ADAPTIVE PUSHOVER ANALYSIS OF REINFORCED CONCRETE STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DYNAMIC STABILITY AND RESPONSE OF A BIO-INSPIRED TENSEGRITY STRUCTURAL COMPONENT UNDER EARTHQUAKE LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATING SHEAR STRENGTH OF RC INTERIOR WIDE BEAM-COLUMN JOINTS UNDER SEISMIC ACTION |
20,000 ریال |
|
40,000 ریال |
|
× |
|
مطالعه موردی سازه پروژه بیمارستان آتیه غرب 2 مجهز به سیستم
میرایی اصطکاکی – دورانی |
30,000 ریال |
|
30,000 ریال |
|
× |
|
CYCLIC BEHAVIOR OF SANDWICH PANELS WITH PUR CORE AND GFRP, AND CONCRETE AS A SKIN |
30,000 ریال |
|
30,000 ریال |
|
× |
|
ENERGY-BASED DESIGN OF KNEE-ELEMENT CONNECTION FRAMES (KCFS) IN PIPE RACKS |
30,000 ریال |
|
30,000 ریال |
|
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