× |
|
SEISMIC EVALUATION OF PRECAST CONCRETE BUILDING WITH LARGE PANEL |
20,000 ریال |
|
20,000 ریال |
× |
|
DRIFT-CONTROL EVALUATION OF RC-MRF STRUCTURES USING NONLINEAR DYNAMIC ANALYSIS |
20,000 ریال |
|
20,000 ریال |
× |
|
DETERMINATION OF CONCENTRATION OF EARTHQUAKES CLUSTERING |
20,000 ریال |
|
20,000 ریال |
× |
|
THE EFFECT OF PANEL ZONE ON SEISMIC BEHAVIOR OF STEEL MOMENT RESISTING FRAME IN THE NEAR AND FAR SOURCE |
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 |
× |
|
DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS |
20,000 ریال |
|
20,000 ریال |
× |
|
SEISMIC CRITICAL EXCITATION FOR EARTHQUAKE INPUT ENERGY |
20,000 ریال |
|
20,000 ریال |
× |
|
COMPARISON OF SEISMIC HAZARD CURVES BASED ON OBSERVED AND SIMULATED EVENTS: CASE STUDY OF THE CITY OF TEHRAN, IRAN |
20,000 ریال |
|
20,000 ریال |
× |
|
AN INTEGRATED DESIGN FOR EARTHQUAKE ENERGY RELEASE AND FORECAST MODEL DEVELOPMENT |
20,000 ریال |
|
20,000 ریال |
× |
|
SIMULATING OF THE STRONG MOTIONS FOR THE 16 APRIL,2013 SARAVAN EARTHQUAKE, BASED ON STOCHASTIC FINITE-FAULT METHOD |
20,000 ریال |
|
20,000 ریال |
× |
|
NUMERICAL MODELLING OF SHAKING TABLE SUBJECTED TO INTERACTION WITH SURROUNDING ENVIRONMENT |
20,000 ریال |
|
20,000 ریال |
× |
|
KINEMATIC INTERACTION OF STRIP EMBEDDED FOUNDATION WITH INCOMPLETE CONTACT BETWEEN SIDEWALL AND SURROUNDING SOIL |
20,000 ریال |
|
20,000 ریال |
× |
|
THE EFFECT OF SOIL PROPERTIES UNCERTAINTY ON THE GROUND MOTIONS INTENSITY |
20,000 ریال |
|
20,000 ریال |
× |
|
SEISMOTECTONICS OF BADRA-AMARAH FAULT, IRAN-IRAQ BORDER |
20,000 ریال |
|
20,000 ریال |
× |
|
FACTORS AFFECTING SURVIVAL IN TSUNAMI EVACUATION |
20,000 ریال |
|
20,000 ریال |
× |
|
COMPARING NONLINEAR TIME HYSTORY AND NONLINEAR STATIC ANALYSIS OF RC STRUCTURES WITH VERTICAL MASS IRREGULARITY |
20,000 ریال |
|
20,000 ریال |
× |
|
THE EFFECTS OF MASS ECCENTRICITY SCENARIO ON THE SEISMIC TORSIONAL BEHAVIOUR OF RC/MR BUILDINGS |
20,000 ریال |
|
20,000 ریال |
× |
|
ASSESSMENT OF DISPLACEMENT COEFFICIENT METHODS OF FEMA356 AND ASCE41-06 FOR SEISMIC EVALUATION OF REINFORCED CONCRETE FRAMES WITH CONCRETE SHEAR WALLS |
20,000 ریال |
|
20,000 ریال |
× |
|
A CONSTITUTIVE MODEL FOR SILTY SANDS |
20,000 ریال |
|
20,000 ریال |
× |
|
USING THE H/V SPECTRAL RATIO FOR ESTIMATING THE VULNERABILITY INDEX OF AN URBAN AREA |
20,000 ریال |
|
20,000 ریال |
× |
|
EFFECTIVENESS OF THE PUSHOVER ANALYSIS ETHOD FOR THE SEISMICRESPONSE TIMATION OF BUILDINGS SUBJECTEDTO NEAR-FAULT AND FAR-FAULT GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
× |
|
APPLICATION OF NEURAL NETWORK IN RELIABILITY PREDICTION OF SEISMICALLY ISOLATED STRUCTURES SUBJECTED TO RANDOM GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
× |
|
APPLICATION OF THE HIERARCHICAL SINGLE-SURFACE (HISS) PLASTICITY MODEL IN NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS UNDER MONOTONIC AND REVERSED CYCLIC LOADING |
20,000 ریال |
|
20,000 ریال |
× |
|
CONSIDERATION OF SOIL-STRUCTURE INTERACTION IN SEISMIC ANALYZING OF STEEL STRUCTURES BY USING OF HYBRID DAMPER – ACTUATOR BRACING CONTROL (HDABC) SYSTEM |
20,000 ریال |
|
20,000 ریال |
× |
|
MODAL ANALYSIS FOR FLEXIBLE BASE ECCENTRIC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|