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× |
 |
PSEUDO-STATIC SLOPE STABILITY ANALYSIS BY RANDOM FINITE ELEMENT METHOD |
30,000 ریال |
|
30,000 ریال |
|
× |
|
ESTIMATION OF MLTIPLE STRIP ANALYSIS CURVE USING IDEALIZED TRILINEAR MODAL PUSHOVER ANALYSIS CURVE |
30,000 ریال |
|
30,000 ریال |
|
× |
|
DELIBERATION THE EFFECT OF ROCKING MOTION AND PLACEMENT OF BRACE FRAMES IN IMPROVING SEISMIC PERFORMANCE OF STEEL BRACED BUILDINGS |
30,000 ریال |
|
30,000 ریال |
|
× |
|
PRIORITIZED SLIP LOAD OPTIMIZATION OF FRICTION DAMPED-BASED STRUCTURES |
30,000 ریال |
|
30,000 ریال |
|
× |
|
کاربرد شبیه سازی مونت کارلو در ارزیابی خطر لرزه ای منطقه لنگرود- تخمین زمین لرزه های سناریو |
30,000 ریال |
|
30,000 ریال |
|
× |
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بررسی لرزه ای اتصال پین فیوز پیچی اصطکاکی در قاب خمشی (pin-fuse SBC) و مقایسه آن با اتصال تیربه ستون متداول |
30,000 ریال |
|
30,000 ریال |
|
× |
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EVALUATION OF SOURCE, PATH AND SITE EFFECTS IN STOCHASTIC METHOD OF SIMULATING STRONG GROUND MOTION FOR SARPOL-E ZAHAB, IRAN ARTHQUAKE OF 2017 |
30,000 ریال |
|
30,000 ریال |
|
× |
|
SEISMIC DISPLACEMENT OF COHESIVE FRICTIONAL SLOPES USING NEWMARK’S METHOD |
30,000 ریال |
|
30,000 ریال |
|
× |
|
A CASE STUDY OF SEISMIC ASSESSMENT OF BURIED PIPELINES |
30,000 ریال |
|
30,000 ریال |
|
× |
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NATURAL DISASTER MANAGEMENT OPEN ACCESS REPOSITORY IN IRAN (NDM-OAR): THE IMPORTANCE AND NECESSITY OF A FEASIBILITY STUDY |
30,000 ریال |
|
30,000 ریال |
|
× |
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ANALYTICAL MODELING OF CAP BEAM-COLUMN JOINTS IN ORDINARY RC MULTI-COLUMN BRIDGE BENTS IN IRAN |
30,000 ریال |
|
30,000 ریال |
|
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