× |
|
EARTHQUAKE ASSOCIATIONS’ WEBSITES: VISIBILITY AND CO-LINKS ANALYSIS |
20,000 ریال |
|
20,000 ریال |
× |
|
CODA WAVES APPLICATION IN OBTAINING THE PATH AND SOURCE EFFECTS |
20,000 ریال |
|
20,000 ریال |
× |
|
COMPARISION OF DIFERENT SIMPLIFIED METHODS FOR SEISMIC ASSESMENT OF CONCENTRIC BRACED FRAMES |
20,000 ریال |
|
20,000 ریال |
× |
|
PERFORMANCE OF MIDRISE ASYMMETRIC STEEL BUILDINGS WITH PERIMETER MOMENT FRAMES AND INTERNAL BRACED FRAMES AGAINST STRONG GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
× |
|
EFFECT OF SOIL-STRUCTURE INTERACTION ON SEISMIC DEMANDS OF STRUCTURES IN DESIGN PROCEDURES |
20,000 ریال |
|
20,000 ریال |
× |
|
STUDY OF LIQUEFACTION ON BURIED PIPELINES DURING EARTHQUAKE BY CASE STUDY OF THE 2013 DASHTI EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
× |
|
COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CONFINED UNREINFORCED MASONRY WALLS CONSTRUCTED BY SOLID AND HOLLOW BRICKS |
20,000 ریال |
|
20,000 ریال |
× |
|
DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS |
20,000 ریال |
|
20,000 ریال |
× |
|
THE EFFECTS OF NEAR-FIELD AND FAR-FIELD MULTIPLE EARTHQUAKES ON SINGLE STORY RC FRAMES |
20,000 ریال |
|
20,000 ریال |
× |
|
RAPID ESTIMATION OF FRAGILITY CURVES USING ENDURANCE TIME METHOD |
20,000 ریال |
|
20,000 ریال |
× |
|
HIGH RESOLUTION IMAGE OF UPPERMOST MANTLE BENEATH ZAGROS CONTINENTAL COLLISION |
20,000 ریال |
|
20,000 ریال |
× |
|
IMPROVING PLASTIC THEORY BASED FORMULA FOR ULTIMATE STERNGTHS OF INFILLED FRAMES |
20,000 ریال |
|
20,000 ریال |
× |
|
THE EFFECT OF MASONRY INFILLS ON THE PERFORMANCE OF LOW- AND MID-RISE STEEL BUILDINGS WITH MOMENT-RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
× |
|
SEISMIC BEHAVIOUR OF TRIANGULAR ALLUVIAL VALLEYS SUBJECTED TO VERTICALLY PROPAGATING INCIDENT SV WAVES |
20,000 ریال |
|
20,000 ریال |
× |
|
SOFTWARE STUDY AND COMPARISON SITE RESPONSE ANALYSIS RESULTS |
20,000 ریال |
|
20,000 ریال |
× |
|
SEISMIC ANALYSIS OF CONCRETE RECTANGULAR CONTAINERS ISOLATED BY DIFFERENT ISOLATION SYSTEMS |
20,000 ریال |
|
20,000 ریال |
× |
|
EVALUATION OF THE EFFECTS OF MODELING UNCERTAINTIES ON THE SEISMIC PERFORMANCE OF REINFORCED CONCRETE FRAMES |
20,000 ریال |
|
20,000 ریال |
× |
|
A NEW OPTICAL METHOD FOR DETECTING SEISMIC VIBRATIONS |
20,000 ریال |
|
20,000 ریال |
× |
|
APPLICATION OF VELOCITY SPECTRAL ORDINATES TO ESTIMATE SEISMIC DISPLACEMENT DEMANDS OF STRUCTURES |
20,000 ریال |
|
20,000 ریال |
× |
|
SELECTING BUILDING VULNERABILITY FUNCTIONS FOR EARTHQUAKE LOSS ESTIMATION STUDIES |
20,000 ریال |
|
20,000 ریال |
× |
|
PERFORMANCE EVALUATION OF DAMAGED STEEL MOMENT FRAMES UNDER MAINSHOCK-AFTERSHOCK EARTHQUAKE SEQUENCES WITH CONSIDERING THE PLASTIC HINGES MODIFICATION FACTORS |
20,000 ریال |
|
20,000 ریال |
× |
|
DRIFT-CONTROL EVALUATION OF RC-MRF STRUCTURES USING NONLINEAR DYNAMIC ANALYSIS |
20,000 ریال |
|
20,000 ریال |
× |
|
SEISMIC ASSESSMENT OF CONTROLLED ROCKING STEEL BRACED FRAME |
20,000 ریال |
|
20,000 ریال |
|