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× |
 |
YIELDING-CURVED-BARS & HEMISPHERE CORE ENERGY DISSIPATING DEVICE AS THE CENTRAL SUPPORT OF REPAIRABLE BUILDINGS WITH SEE-SAW MOTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NONLINEAR BEHAVIOUR OF CORRODED RC COLUMNS UNDER CYCLIC LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ESTIMATING MAXIMUM POUNDING FORCE BETWEEN TWO ADJACENT STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SINGLE GRAIN OSL DATING OF MIAM QANAT SYSTEM IN NE IRAN AND SLIP RATE DETERMINATION OF DASHTEBAYAZE FAULT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NUMERICAL ANALYSIS OF FLEXIBLE SHALLOW FOUNDATIONS SUBJECTED TO NORMAL FAULT RUPTURE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MODELING AND INVESTIGATION OF THE SEISMIC BEHAVIOR OF PRECAST CONNECTIONS FOR RC MOMENT FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN INVESTIGATION ON THE TORSIONAL EFFECTS OF ASYMMETRICALLY DISTRIBUTED SHEAR WALLS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ACTIVE MONITORING OF EARTHQUAKE FOCAL ZONE USING ULTRA-STABLE EISMIC SOURCE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
REDUCING EPISTEMIC UNCERTAINTY OF PROBABILISTIC SEISMIC HAZARD ANALYSIS USING MONTE CARLO SIMULATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN ENERGY-BASED DAMAGE DETECTION ALGORITHM BASED ON MODAL DATA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF A PROPOSED RETROFIT TECHNIQUE FOR UNREINFORCED MASONRY WALLS USING FEM NONLINEAR ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ESTIMATION OF DISPLACEMENT AMPLIFICATION FACTOR (C1) IN THE CASE OF FOUNDATION ROCKING AND DETERMINING THE PROBABILITY OF OCCURRENCE OF THIS EVENT DURING THE EARTHQUAKE BY USING A RELIABILITY ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF CROSS-FRAME SPACING ON THE MODAL PROPERTIES OF CURVED BRIDGES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC PERFORMANCE ASSESSMENT OF MULTISTORY BUILDINGS WITH NON-STRUCTURAL HOLLOW CLAY TILE INFILLS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE EFFECT OF SOURCE DISTANCE IN DETERMINATION OF SITE-SPECIFIC HAZARD SPECTRUM |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CHALLENGES IN DISTRIBUTION OF EMERGENCY RELIEF SUPPLY: CASE STUDIES OF THREE EARTHQUAKES IN IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
HYBRID PRECAST CONCRETE SOLID SHEAR WALLS FOR SEISMIC REGIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PROPOSED STRATEGIES FOR DISASTER PREPAREDNESS: SILAKHOR (DARB-E-ASTANEH) EARTHQUAKE, IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN EFFICIENT ENERGY DISSIPATING DEVICE CALLED COMB-TEETH DAMPER |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ASSESSMENT OF SEISMIC RESPONSE PARAMETERS OF TALL BUILDINGS WITH TUBE IN TUBE STRUCTURAL SKELETON |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC VULNERABILITY ASSESSMENT OF RC MOMENT FRAMES USING KRATZING CUMULATIVE DAMAGE CONSIDERING THE EFFECT OF SOIL-STRUCTURE INTERACTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF CONNECTION RIGIDITY ON THE BEHAVIOR OF IRREGULAR STEEL BUILDINGS UNDER LATERAL LOADING |
20,000 ریال |
|
20,000 ریال |
|
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