|
× |
 |
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 |
|
× |
|
MODELING AND INVESTIGATION OF THE SEISMIC BEHAVIOR OF PRECAST CONNECTIONS FOR RC MOMENT FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF CROSS-FRAME SPACING ON THE MODAL PROPERTIES OF CURVED BRIDGES |
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 PERFORMANCE ASSESSMENT OF MULTISTORY BUILDINGS WITH NON-STRUCTURAL HOLLOW CLAY TILE INFILLS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DESIGN AND IMPLEMENTATION OF A SLIDING MODE CONTROLLER FOR A SEISMIC SHAKE TABLE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ACTIVE FAULT IN KHERRATA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION OF NEAR FIELD AND FAR FIELD EARTHQUAKES EFFECTS ON SITE SPECIFIC SPECTRA |
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 |
|
× |
|
IMPROVEMENT OF LIQUEFACTION RESISTANCE OF SAND BY CEMENTATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
APPLYING COMMUNICATIVE-PERSUASIVE THEORIES IN PROMOTING EARTHQUAKES SAFETY CULTURE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF POSSIBLE ROTATION IN THE BOTTOM OF COLUMNS ON THE STRENGTH OF INFILLED STEEL FRAME |
20,000 ریال |
|
20,000 ریال |
|
|
