|
× |
 |
SEISMIC RETROFIT OF HISTORICAL AND EXISTING BUILDINGS |
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 |
|
× |
|
EFFECT OF SHEAR DEFORMATION ON THE FUNDAMENTAL FREQUENCIES OF COMPOSITE LAMINATES IN DIFFERENT THICKNESS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
OPERATIONAL FEASIBILITY OF LIQUEFACTION REMEDIAL TECHNIQUES UNDER GAS PIPELINES IN URBAN AREAS, AND COMPARING ITS COST CONSIDERING THE WORN-OUT URBAN TEXTURE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCE OF STRENGTH VERTICAL IRREGULAR STEEL BUILDINGS IN NEAR- FAULT GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATING BEHAVIOUR OF KINDERGARTEN TEACHERS IN CASE OF EARTHQUAKE: CASE STUDY OF TEHRAN KINDERGARTENS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ASSESSMENT OF SEISMIC VULNERABILITY IN SMRF USING KRATZIG DAMAGE INDEX IN TARGET DUCTILITY IN THE NEAR SOURCE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CFRP-RETROFITTING OF REINFORCED CONCRETE FRAMES CONSIDERING NONLINEAR SOIL-STRUCTURE INTERACTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SETTLEMENT OF SHALLOW FOOTING RESTED ON LIQUEFIABLE SAND: PHYSICAL MODELING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COMPARISON OF SEISMIC RISK OF LOW RISE IMPORTANT BUILDINGS DESIGEND BY DIFFERENT EDITIONS OF IRANIAN SEISMIC CODE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF THE EFFECT OF LINK BEAMS STIFFENERS WITH DIFFERENT CROSS-SECTIONS |
20,000 ریال |
|
20,000 ریال |
|
|
