|
× |
 |
ESTIMATING THE DURATION EFFECTS IN STRUCTURAL RESPONSES BY A NEW ENERGY-CYCLE BASED PARAMETER |
30,000 ریال |
|
30,000 ریال |
|
× |
|
TURKISH DISASTER DATA BANK (TABB) |
0 ریال |
|
0 ریال |
|
× |
|
SEISMIC BEHAVIOR OF HIGH-RISE STEEL BUILDING ON PILE GROUPS CCOUNTING FOR SOIL-STRUCTURE INTERACTION EFFECTS ON SOFT SOIL |
30,000 ریال |
|
30,000 ریال |
|
× |
|
THE EFFECT OF MULTI LAYERS OF CFRP ON LOADING CAPACITY OF STRENGTHENED REINFORCED CONCRETE BEAMS BY EBROG METHOD AND COMPARING IT USING ONE LAYER OF AFRP |
20,000 ریال |
|
20,000 ریال |
|
× |
|
QUESTIONNAIRE-BASED QUANTIFICATION OF SEISMIC RESILIENCE IN IRANIAN HOSPITAL |
30,000 ریال |
|
30,000 ریال |
|
× |
|
RELIABILITY ANALYSIS OF SEISMIC STABILITY OF UNSATURATED SOLDIER-PILED EXCAVATION |
30,000 ریال |
|
30,000 ریال |
|
× |
|
EVALUATION OF FEMA P-58 METHOD FOR ESTIMATING RESIDUAL DRIFT DEMANDS IN BUCKLING RESTRAINED BRACED FRAMES |
30,000 ریال |
|
30,000 ریال |
|
× |
|
COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ONLINE MODAL IDENTIFICATION OF STRUCTURES BY NATURAL GRADIENT ALGORITHM |
30,000 ریال |
|
30,000 ریال |
|
× |
|
SEISMIC BEHAVIOUR FACTOR FOR UNREINFORCED CONCRETE BLOCK MASONRY WALLS |
30,000 ریال |
|
30,000 ریال |
|
× |
|
NUMERICAL STUDY ON THE SEISMIC BEHAVIOUR OF A NEW REDUCED BEAM SECTION CONNECTIONBY DRILLED HOLES ON THE BEAM FLANGE |
30,000 ریال |
|
30,000 ریال |
|
× |
|
SEISMIC PERFORMANCE ASSESSMENT OF OPTIMALLY DESIGNED BASE ISOLATION SYSTEM UNDER MAINSHOCK-AFTERSHOCK SEQUENCES |
30,000 ریال |
|
30,000 ریال |
|
× |
|
SEISMIC DISPLACEMENT OF COHESIVE FRICTIONAL SLOPES USING NEWMARK’S METHOD |
30,000 ریال |
|
30,000 ریال |
|
|
