× |
|
THE NECESSITY OF REVIEWING THE MAP OF ACTIVE FAULTS OF TEHRAN |
30,000 ریال |
|
30,000 ریال |
× |
|
THE EFFECT OF USING ADDITIONAL ISOLATED UPPER FLOOR ON THE PERFORMANCE POINT OF R.C. FRAME STRUCTURES IN ARMENIA |
30,000 ریال |
|
30,000 ریال |
× |
|
THE VERIFICATION OF VISCO-PLASTIC DAMPER |
30,000 ریال |
|
30,000 ریال |
× |
|
THE WEIGHTED RMS STACKING TO RETRIEVE EMPIRICAL GREEN 'S FUNCTIONS FROM AMBIENT SEISMIC NOISE |
30,000 ریال |
|
30,000 ریال |
× |
|
THE EFFECT OF STRUCTURAL SYSTEM ON SELECTION OF INPUT GROUND MOTIONS FOR PERFORMANCE BASED SEISMIC DESIGN |
30,000 ریال |
|
30,000 ریال |
× |
|
THE EFFECT OF VERTICAL EXCITATIONS ON THE COLLAPSE RISK ASSESSMENT OF RC FRAME-CORE WALL STRUCTURES |
30,000 ریال |
|
30,000 ریال |
× |
|
TORSIONAL RESPONSE OF SHORT SPAN TRUSS TYPE DECK SUSPENSION BRIDGES UNDER CLOSED FORM APPROXIMATION OF PULSE TYPE GROUND MOTIONS |
30,000 ریال |
|
30,000 ریال |
× |
|
THE FUNDAMENTAL PERIOD OF FOUR-LAYER SOIL DEPOSITS |
30,000 ریال |
|
30,000 ریال |
× |
|
THE EFFECT OF THE DISPROPORTIONATE EFFECTIVE MOMENT OF INERTIA CAUSED BY CRACKS ON THE SEISMIC RESPONSE OF THE CONCRETE BUILDING |
30,000 ریال |
|
30,000 ریال |
× |
|
THE EFFECT OF SITE SOIL ON SEISMIC PERFORMANCE OF STEEL DAMPED STRUCTURE AT CLOSE DISTANCE OF ACTIVE FAULT |
30,000 ریال |
|
30,000 ریال |
× |
|
THE INFLUENCE OF GEOMETRIC CHARACTERISTICS ON THE PERFORMANCE OF STEEL SHEAR WALL |
30,000 ریال |
|
30,000 ریال |
× |
|
THE SEISMOTECTONICS OF THE WESTERN AND SOUTHERN MARGINS OF LUT BLOCK, CENTRAL IRAN |
30,000 ریال |
|
30,000 ریال |
× |
|
THE KINEMATIC ANALYSIS AND EVOLUTION OF THE STRESS FIELDS IN THE ZAGROS FORELAND FOLDED BELT, FARS SALIENT, IRAN |
30,000 ریال |
|
30,000 ریال |
× |
|
THE RELIABILITY OF THE FOUNDATION SEISMIC DESIGN USING IRANIAN NATIONAL BUILDING CODE |
30,000 ریال |
|
30,000 ریال |
|