|
× |
 |
ANALYTICAL INVESTIGATION OF A NEW THROUGH-COLUMN-TYPE JOINT FOR REINFORCED CONCRETE AND STEEL FRAMES |
20,000 ریال |
|
20,000 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 |
|
× |
|
EVALUATION OF THE EFFECTIVENESS OF RISK REDUCTION MEASURES FOR EARTHQUAKE ASSOCIATED GEO-HAZARDS IN TEHRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COMPARISON OF CYCLIC AND MONOTONIC BEHAVIOURS OF LOOSE CALCAREOUSE SAND USING HOLLOW CYLINDER TORSIONAL APPARATUS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCE OF MIDRISE ASYMMETRIC STEEL BUILDINGS WITH PERIMETER MOMENT FRAMES AND INTERNAL BRACED FRAMES AGAINST STRONG GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE EPICENTER FORECASTING OF DARB-E-ASTANEH EARTHQUAKE (2006) AND BANDAR ABBAS EARTHQUAKE (2009) USING FORESHOCKS AND ARTIFICIAL NEURAL NETWORK |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF SOIL-STRUCTURE INTERACTION ON SEISMIC DEMANDS OF STRUCTURES IN DESIGN PROCEDURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CONFINED UNREINFORCED MASONRY WALLS CONSTRUCTED BY SOLID AND HOLLOW BRICKS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC ASSESSMENT OF CONTROLLED ROCKING STEEL BRACED FRAME |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MODERN FAULTING AND SURFACE RUPTURE HAZARD IN THE QODS AND PARDISAN TOWNS (QOM) |
20,000 ریال |
|
20,000 ریال |
|
× |
|
RESPONSE OF CONCRETE BLOCK MASONRY WALLS SUBJECTED TO IN-PLANE SHEAR AND FLEXURAL LOADS |
20,000 ریال |
|
20,000 ریال |
|
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