|
× |
 |
RARID ESTIMATION OF EPICENTARL DISTANCE USING INITIAL PORTION OF P-WAVE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ANALYTICAL STUDY ON COMPOSITE STEEL PLATE WALLS USING A MODIFIED STRIP MODEL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EARTHQUAKE AND CRACK GROWTH PATH IN THE ROCK MASSES UNDER SHEAR LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
LANDSLIDE HAZARD ZONATION OF THE TEHRAN METROPOLIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DIVIDING THE SKELETON OF REGULAR CONCRETE STRUCTURE BUILDINGS INTO INTERACTIVE PARTS AND USING DAMPERS BETWEEN THEM IN ORDER TO REDUCE THE SEISMIC RESPONSE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DAMAGE ESTIMATION OF 3-STORY STEEL BRACED FRAME WITH KHORJINI CONNECTIONS AND INFILL WALLS FOR TEHRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECTS OF THE MULTI-SUPPORT EXCITATION ON LINEAR RESPONSE OF ONE-STORY BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
VERTICAL GROUND MOTION PREDICTION EQUATIONS FOR GA AND PSA IN ALBORZ-AZERBAIJAN, IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ACTIVE FAULT IN KHERRATA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MEASUREMENTS OF SOIL GAS RADON IN AHWAZ FAULT, IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
BEHAVIOR OF SOIL NAILED WALLS UNDER CYCLIC DYNAMIC LOADS WITH FINITE ELEMENT METHOD: CASE STUDY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ACTIVE MONITORING OF EARTHQUAKE FOCAL ZONE USING ULTRA-STABLE EISMIC SOURCE |
20,000 ریال |
|
20,000 ریال |
|
|
