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× |
 |
EVALUATION OF THE MODIFICATION FACTOR OF INFILLS ACCEPTANCE CRITERIA (LINEAR ANALYSIS) WITH STEEL AND CONCRETE SURROUNDED FRAMES,BASED ON EXPERIMENTAL RESULTS |
20,000 ریال |
|
20,000 ریال |
|
× |
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COLLAPSE CAPACITY ASSESSMENT OF REGULAR TALL BUILDINGS UNDER PULSE LIKE NEAR FIELD GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
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ON THE IMPORTANCE OF PARAMETERS UNCERTAINTY IN SEISMIC PERFORMANCE OF GEOTECNICAL SYSTEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
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GENERATING THE EQUIVALENT LINEAR SYSTEMS OF NON-LINEAR MULTI-DEGREE OF FREEDOM STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
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× |
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STABILITY ASSESSMENT OF THE GMPES FOR IRANIAN GROUND MOTION DATABASE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN 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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CALCULATION OF LATERAL LOAD ON BUILDING BASED ON ENERGY METHOD |
20,000 ریال |
|
20,000 ریال |
|
× |
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APPLICATION OF PATTERN RECOGNITION TECHNIQUES TO LONG-TERM EARTHQUAKE PREDICTION IN ALBORZ REGION ON IRANIAN PLATE |
20,000 ریال |
|
20,000 ریال |
|
× |
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SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE UPLİFTİNG BEHAVİOR OF SHALLOW BURİED PİPELİNES WİTHİN THE LİQUEfiABLE SOİLS UNDER CYCLİC LOADİNGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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DYNAMIC STABILITY AND RESPONSE OF A BIO-INSPIRED TENSEGRITY STRUCTURAL COMPONENT UNDER EARTHQUAKE LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
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EFFECT OF CONSTRUCTION QUALITY ON COLLAPSE PERFORMANCE MEASURES OF STEEL MOMENT-RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
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