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× |
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SLOW AND FAST CYCLIC LOADING EFFECTS ON SHEAR MODULUS AND DAMPING RATIO OF NORMALLY CONSOLIDATES UNSATURATED KAOLIN |
20,000 ریال |
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20,000 ریال |
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× |
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INVESTIGATION OF DETERIORATION BEHAVIOR OF HYSTERETIC LOOPS IN NONLINEAR STATIC ANALYSIS FOR SCMR FRAMES WITH SHEAR WALLS |
20,000 ریال |
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20,000 ریال |
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× |
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COMPARISON OF CYCLIC AND MONOTONIC BEHAVIOURS OF LOOSE CALCAREOUSE SAND USING HOLLOW CYLINDER TORSIONAL APPARATUS |
20,000 ریال |
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20,000 ریال |
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× |
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PROGRESSIVE COLLAPSE OF A BUILDING WITH POST-TENSIONED CONNECTION |
20,000 ریال |
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20,000 ریال |
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× |
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AN INTRODUCTION OF URBAN DESIGN AS A TOOL FOR DISASTER RESILIENCE |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC RESPONSE OF MASS ISOLATION STRUCTUES CONNECTED WITH VISCOUS AND FRICTION DAMPERS |
20,000 ریال |
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20,000 ریال |
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× |
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BEHAVIOR OF SOIL NAILED WALLS UNDER CYCLIC DYNAMIC LOADS WITH FINITE ELEMENT METHOD: CASE STUDY |
20,000 ریال |
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20,000 ریال |
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× |
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SIZING OPTIMIZATION OF FRAME TUBE STRUCTURES SUBJECTED TO WIND INDUCED LOADING BY MINE BLAST ALGORITHM |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC ASSESSMENT OF POLYETHYLENE PIPELINES UNDER LANDSLIDE |
20,000 ریال |
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20,000 ریال |
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× |
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MODELLING OF REINFORCED CONCRETE BUILDING WITH ASYMMETRIC PLAN EQUIPPED BY SEMI-ACTIVE TUNED MASS DAMPER USING FUZZY CONTROLLER |
20,000 ریال |
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20,000 ریال |
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× |
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EFFECT OF VERTICAL MOTION OF NEAR-FAULT EVENTS ON SDOF SYSTEMS EQUIPPED BY SLIDING BEARINGS |
20,000 ریال |
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20,000 ریال |
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× |
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THE EFFECT OF FOUNDATION ADJACANCY ON SEISMIC INPUT MOTIONS: THE CASE OF TWO STRIP EMBEDED FOUNDATIONS |
20,000 ریال |
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20,000 ریال |
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× |
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INVESTIGATION OF NEAR FIELD AND FAR FIELD EARTHQUAKES EFFECTS ON SITE SPECIFIC SPECTRA |
20,000 ریال |
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20,000 ریال |
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