|
× |
 |
FORECAST APPROXIMATE RELATIONS RS-μ-ΤS-ΤB FOR SEISMICALLY ISOLATED STRUCTURES VIA USING ARTIFICIAL BEE COLONY ALGORITHM AND REGRESSION MODEL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF LOCAL SOIL CONDITIONS ON GROUND SURFACE RESPONSES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC EVALUATION OF DUAL HINGE DESIGN APPROACH OF RC SHEAR WALL IN DUAL STRUCTURAL SYSTEM CONSIDERING NEAR FIELD EARTHQUAKES |
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 |
|
× |
|
EMERGENCY SETTLEMENT EXPERIENCES IN IRAN: LESSONS TOWARD MORE EFFICIENCY IN POST-QUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVEMENT OF SEISMIC CONTROL OF CABLE - STAYED BRIDGE USING SIMULTANEOUS ANALYSIS OF COST AND LOSS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PHYSICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC PERFORMANCE EVALUATION OF RC SHEAR WALLS WITH IRREGULAR OPENING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCE STUDY OF CONCRETE STRUCTURES OF HOSPITALS IN KERMAN, IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
A NEWLY GROWING APPROACH TO RIGOROUS MODELING OF SSI |
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 |
|
× |
|
NUMERICAL ANALYSIS OF THE BEHAVIOR OF CONCENTRICALLY BRACED FRAMES UNDER CYCLIC LOADING CONSIDERING COLUMN ORIENTATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF EARTHQUAKE SAFETY DRILL (CASE STUDY:13TH EARTHQUAKE SAFETY DRILL IN TEHRAN SCHOOLS) |
20,000 ریال |
|
20,000 ریال |
|
|
