|
× |
 |
EFFECT OF STRUCTURAL MODELING UNCERTAINTIES ON SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRENGHT REDUCTION METHOD |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CYCLIC BEHAVIOR OF SANDWICH PANELS WITH PUR CORE AND GFRP, AND CONCRETE AS A SKIN |
30,000 ریال |
|
30,000 ریال |
|
× |
|
ASSESSMENT OF NGA IN CONSIDERATION OF UNCERTAINTY RELATED TO FAULT RUPTURE MODEL PARAMETERS |
30,000 ریال |
|
30,000 ریال |
|
× |
|
PROBABILISTIC ASSESSMENT OF VERTICAL IRREGULARITY EFFECTS ON THE SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
بررسی تاثیر زلزله آبان ماه 1396 سرپل ذهاب بر سد تنظیمی هیروی با استفاده از داده های ابزاردقیق |
30,000 ریال |
|
30,000 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 |
|
× |
|
EFFECTS OF PULSE-LIKE GROUND MOTIONS PARAMETERS ON MAXIMUM INTER-STORY DRIFT SPECTRA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN |
20,000 ریال |
|
20,000 ریال |
|
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