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× |
 |
RELIABILITY ANALYSIS ON REINFORCED MASONRY BUILDING AGAINST EARTHQUAKE HAZARD WITH SHAKING TABLE TESTS |
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 |
|
× |
|
INFLUENCE OF RUBBER GRANULES CONTENT ON THE ISOLATION RESPONSE OF AN IN-FILLED BARRIER WALL |
30,000 ریال |
|
30,000 ریال |
|
× |
|
PROBABILISTIC ASSESSMENT OF VERTICAL IRREGULARITY EFFECTS ON THE SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING BUILDINGS |
20,000 ریال |
|
40,000 ریال |
|
× |
|
THE EFFECT OF MASONRY INFILLS ON SEISMIC RESPONSE OF RC STRUCTURES |
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 |
|
× |
|
SHEAR WAVE VELOCITY TOMOGRAPHY IN IRAN |
0 ریال |
|
0 ریال |
|
× |
|
توسعه تحلیل پوش اور مدال بهینه شده به منظور برآورد پاسخ لرزه ای قابهای خمشی فولادی در محدوده فروریزش |
30,000 ریال |
|
30,000 ریال |
|
× |
|
PERFORMANCEOF REPLACEABLE STEEL COUPLE BEAM IN RC SHEAR WALLS |
20,000 ریال |
|
20,000 ریال |
|
× |
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بررسی تاثیر زلزله آبان ماه 1396 سرپل ذهاب بر سد تنظیمی هیروی با استفاده از داده های ابزاردقیق |
30,000 ریال |
|
30,000 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 |
|
× |
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COMPARING THE SHEAR STIFFNESS OF CALCAREOUS AND SILICATE SANDS UNDER DYNAMIC AND CYCLIC STRAINING |
20,000 ریال |
|
20,000 ریال |
|
× |
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COMPARING NONLINEAR TIME HYSTORY AND NONLINEAR STATIC ANALYSIS OF RC STRUCTURES WITH VERTICAL MASS IRREGULARITY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COMPARATIVE STUDY OF SEISMIC BEHAVIOUR OF DIFFERENT KINDS OF CANTILEVER RETAINING WALL |
0 ریال |
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0 ریال |
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