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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 |
|
× |
|
NEW SEISMIC ZONATION OF IRAN FOR APPLICATION IN THE TIME AND MAGNITUDE PREDICTABLE MODEL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
STIFFENER REQUIREMENTS IN STIFFENED STEEL PLATE SHEAR WALLS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN EXPERIMENTAL STUDY OF DEFECT’S EFFECTS IN DETAILING ON THE AXIAL CAPACITY OF EXISTING CONCRETE COLUMNS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SIMULATION OF NEAR FAULT GROUND MOTIONS USING NEURO-FUZZY NETWORKS AND WAVELET ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ACTIVE FAULTING AT THE GOTVAND DAM SITE BASED ON SEISMIC AND GEOTECHNICAL DATA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DESIGN CONCEPT OF RETROFITTED RC BEAM-COLUMN JOINTS BY PRESTRESSED JOINT ENLARGEMENT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
A STOCHASTIC-SPECTRAL FINITE ELEMENT METHOD FOR ANALYSIS OF ELASTO-DYNAMIC PROBLEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
BUCKLING RESPONSE OF CORRODING GROUND BASED STEEL STORAGE TANKS UNDER SEISMIC LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MODERN FAULTING AND SURFACE RUPTURE HAZARD IN THE QODS AND PARDISAN TOWNS (QOM) |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATING THE EFFECT OF SYMMETRY ON SEISMIC BEHAVIOR OF IRREGULAR BUILDINGS IN PLAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC SAFETY ASSESSMENT OF ADOBE VAULTED ARCHITECTURE IN IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NEW MAGNITUDE SCALING RELATION FOR EARLY WARNING IN TEHRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
FINITE FAULT SIMULATION OF STRONG GROUND MOTION FOR THE 2013, SARAVAN EARTHQUKAE |
20,000 ریال |
|
20,000 ریال |
|
× |
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ASSESSMENT OF DISPLACEMENT-BASED ADAPTIVE PUSHOVER (DAP) CAPABILITY TO ESTIMATE SEISMIC INELASTIC DEMANDS OF SMRF’S |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCEOF REPLACEABLE STEEL COUPLE BEAM IN RC SHEAR WALLS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DAMAGE DETECTION METHOD USING POWER SPECTRAL DENSITY FUNCTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC RESPONSE OF 2D AND 3D SEMI-SINE SHAPED HILLS AND VALLEYS SUBJECTED TO SIMPLE INCIDENT PULSES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PROPORTIONAL LOCATION OF BRACES TO REDUCE TORSION EFFECT AND WEIGHT OF STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
TECHNICAL CONSIDERATIONS IN DEVELOPING THE FIRST EMRGENCY OPERATION CENTER (EOC) OF IRAN IN TEHRAN |
20,000 ریال |
|
20,000 ریال |
|
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