|
× |
 |
EARTHQUAKE AND CRACK GROWTH PATH IN THE ROCK MASSES UNDER SHEAR LOADING |
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 LOCAL SOIL CONDITIONS ON GROUND SURFACE RESPONSES |
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 |
|
× |
|
EXPERIMENTAL INVESTIGATION OF FAULT RUPTURE- SOIL- STRUCTURE INTERACTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN ASSESSMENT OF PRESCHOOLERS KNOWLEDGE ON EARTHQUAKES AND A REVIEW ON EXISTING EDUCATIONAL METHODS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
FAULT RUPTURE PROPAGATION THROUGH ZONED EMBANKMENT DAMS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NUMERICAL SIMULATION AND DYNAMIC ANALYSIS OF THE CONCRETE DIAPHRAGM WALL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
A REVIEW ON EFFECTIVENESS OF EMERGENCY TELECOMMUNICATION SYSTEMS IN IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CAPACITY INTERACTION CURVES FOR MASONRY WALLS UNDER BIDIRECTIONAL SEISMIC LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
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 |
|
× |
|
PHYSICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE |
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 |
|
× |
|
NUMERICAL SIMULATION AND INUNDATION OF TSUNAMI WAVES IN MAKRAN ZONE USING COMMIT-MOST AND GEOWAVE MODELS |
20,000 ریال |
|
20,000 ریال |
|
|
