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× |
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THE EFFECT OF SOIL PERMEABILITY ON THE LIQUEFACTION BEHAVIOR OF SAND SUBJECTED TO CYCLIC LOADING |
20,000 ریال |
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20,000 ریال |
|
× |
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ASSESSMENT OF THE RELATIONSHIP- SOCIAL CAPITAL PREPAREDNESS OF SIRJAN HOUSEHOLDES TO EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
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× |
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PARAMETRIC STUDY OF THE BEHAVIOR OF CONCRETE BLOCK QUAY WALLS PORT PARS PETROCHEMICAL UNDER NEAR-FIELD EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
|
× |
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ESTIMATION OF SEISMIC RISK IN TEHRAN METROPOLITAN |
20,000 ریال |
|
20,000 ریال |
|
× |
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COMPARISON OF THE BEHAVIOR OF THE MASONRY INFILLED FRAMES SUBJECTED TO DISTRIBUTED AND CONCENTRATED LOADING |
20,000 ریال |
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20,000 ریال |
|
× |
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FREQUENCY CONTENTS OF STRONG MOTIONS FROM ROMANIAN SUBCRUSTAL EARTHQUAKES |
20,000 ریال |
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20,000 ریال |
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× |
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APPLYING VALUE ANALYSIS IN DESIGN OF ISOLATED STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
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AN ELASTOPLASTIC BOUNDING SURFACE MODEL FOR FIBROUS FINE-GRAINED SOILS |
20,000 ریال |
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20,000 ریال |
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× |
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EVALUATION OF EXISTING TECHNIQUES ON STRUCTURAL HEALTH MONITORING OF BRIDGES |
20,000 ریال |
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20,000 ریال |
|
× |
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EFFECT OF THE BUILDING HEIGHT ON PROGRESSIVE COLLAPSE |
20,000 ریال |
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20,000 ریال |
|
× |
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ADDITION OF CONCRETE SHEAR WALLS; A TYPICAL RETROFITTING METHOD FOR MASONRY BUILDINGS |
20,000 ریال |
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20,000 ریال |
|
× |
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ANAR: A NEW INSIGHT INTO EARLY WARNING SYSTEM FOR DECLINING THE DELAY |
20,000 ریال |
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20,000 ریال |
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