|
× |
 |
LANDSLIDE HAZARD ZONATION OF THE TEHRAN METROPOLIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
RARID ESTIMATION OF EPICENTARL DISTANCE USING INITIAL PORTION OF P-WAVE |
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 |
|
× |
|
ASSESSMENT OF THE SOIL-STRUCTURE INTERACTION ON THE SEISMIC DEMANDS OF LOW-RISE MOMENT-RESISTING FRAME BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
YIELDING-CURVED-BARS & HEMISPHERE CORE ENERGY DISSIPATING DEVICE AS THE CENTRAL SUPPORT OF REPAIRABLE BUILDINGS WITH SEE-SAW MOTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MODELLING OF REINFORCED CONCRETE BUILDING WITH ASYMMETRIC PLAN EQUIPPED BY SEMI-ACTIVE TUNED MASS DAMPER USING FUZZY CONTROLLER |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ESTIMATION OF DISPLACEMENT AMPLIFICATION FACTOR (C1) IN THE CASE OF FOUNDATION ROCKING AND DETERMINING THE PROBABILITY OF OCCURRENCE OF THIS EVENT DURING THE EARTHQUAKE BY USING A RELIABILITY ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF FOOTING BEHAVIOR ON SOILS REINFORCED BY GRANULAR RUBBERS AND GEOCELLS EXPERIMENTALLY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DESIGN AND IMPLEMENTATION OF A SLIDING MODE CONTROLLER FOR A SEISMIC SHAKE TABLE |
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 |
|
× |
|
EVALUATION OF DISPLACEMENT AMPLIFICATION FACTOR FOR ECCENTRICALLY BRACED STEEL FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ACTIVE MONITORING OF EARTHQUAKE FOCAL ZONE USING ULTRA-STABLE EISMIC SOURCE |
20,000 ریال |
|
20,000 ریال |
|
|
