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× |
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APPLYING “DELIBERATE DIRECTING OF AMAGE” IDEA FOR CREATION OF REPAIRABLE STEEL BUILDINGS BY USING ROCKING TUBULAR FRAME TRUCTURAL SYSTEM AND YIELDING-PLATE DAMPERS ATFOUNDATION LEVEL |
20,000 ریال |
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20,000 ریال |
|
× |
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THE IMPORTANCE OF RECORD SELECTION IN SEISMIC RESPONSE OF SECONDARY SYSTEMS |
20,000 ریال |
|
20,000 ریال |
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× |
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LONG-TERM EARTHQUAKE FORECAST FOR IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION ON THE IMPACTS OF DAMAGES TO HAZARDOUS FACILITIES IN TEHRAN BY POTENTIAL EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
|
× |
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CORRELATION BETWEEN B-VALUE AND DIFFERENT STYLES OF FAULTING IN THE CASPIAN SEA REGION |
20,000 ریال |
|
20,000 ریال |
|
× |
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SPATIAL ANALYSIS OF SOCIO-ECONOMIC VULNERABILITY OF BOJNORD CITY TO EARTHQUAKES USING SPATIAL MULTI-CRITERIA MODEL IN GIS |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC BEHAVIOR ASSESSMENT OF PRECAST POST-TENSIONED SEGMENTAL BRIDGE’S UNDER NEAR-FAULT EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
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EFFECTS OF ADDING A SURFACE SOIL LAYER ON THE SEISMIC RESPONSE OF THE SITE |
20,000 ریال |
|
20,000 ریال |
|
× |
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SEISMIC PERFORMANCE EVALUATION OF RC SHEAR WALLS WITH IRREGULAR OPENING |
20,000 ریال |
|
20,000 ریال |
|
× |
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ON THE ADEQUACY OF THE STEP SIZES RECOMMENDED FOR TIME INTEGRATION IN LINEAR TRANSIENT ANALYSIS OF MID-RISE BUILDINGS |
20,000 ریال |
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20,000 ریال |
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× |
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ON THE IMPROVEMENT OF NONLINEAR STATIC PROCEDURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS CONSIDERING VARIOUS FAULTING MECHANISMS |
20,000 ریال |
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20,000 ریال |
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× |
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EXPERIMENTAL INVESTIGATION OF AXIAL LOAD EFFECT ON SEISMIC PERFORMANCE OF EXTERIOR BEAM-COLUMN JOINTS REINFORCED WITH PLAIN ROUND BARS |
20,000 ریال |
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20,000 ریال |
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× |
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ISOGEOMETRIC ANALYSIS FOR THE NUMERICAL SOLUTION OF WAVE EQUATION |
20,000 ریال |
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20,000 ریال |
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× |
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THE EFFECT OF MASONRY INFILLS ON SEISMIC RESPONSE OF RC STRUCTURES |
20,000 ریال |
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20,000 ریال |
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× |
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EVALUATION OF ESSENTIAL STRUCTURES PERFORMANCE UNDER MAINSHOCK-AFTERSHOCKS SEQUENCE-TYPE GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
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× |
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THREE-DIMENSIONAL INVESTIGATION OF ORTHOGONAL PAIRS OF ROLLERS ON CONCAVE BED (OPRCB) SEISMIC ISOLATOR |
20,000 ریال |
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20,000 ریال |
|
× |
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A NOTE ON THE SEISMIC RESPONSE PARAMETERS OF RGULAR AND BRB DIAGONAL BRACED STRUCTURAL SKELETONS IN STEEL MIDRISE BUILDINGS |
20,000 ریال |
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20,000 ریال |
|
× |
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ENHANCING PERFORMANCE OF OVAL-SHAPED DAMPERS IN CHEVRONBRACED STEEL FRAMES USING LATERAL STIFFENING PLATES |
20,000 ریال |
|
20,000 ریال |
|
× |
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ASSESSMENT PROGRESSIVE COLLAPSE IN CONCRETE STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
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NONLINEAR BEHAVIOR OF CONCRETE STIFFENED STEEL PLATE SHEAR WALL |
20,000 ریال |
|
20,000 ریال |
|
× |
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PROGRESSIVE COLLAPSE OF A BUILDING WITH POST-TENSIONED CONNECTION |
20,000 ریال |
|
20,000 ریال |
|
× |
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SEISMICASSESSMENT OF STEEL FRAMES WITH DIFFERENT RESISTING SYSTEMS |
20,000 ریال |
|
20,000 ریال |
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