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× |
 |
EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
REVIEW OF RING -BAFFLE PRESSURE DISTRIBUTION PROCEDURES IN VERTICAL SYLINDRICAL TANKS |
20,000 ریال |
|
20,000 ریال |
|
× |
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RISK MANAGEMENT FOR CULTURAL HERITAGE SITES IN ITALY: THE CASE OF THE UNESCO SITE PORTOVENERE, CINQUE TERRE AND THE ISLANDS (PALMARIA, TINO AND TINETTO) |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC ASSESSMENT OF BASE-ISOLATED BUILDINGS UNDER THE EFFECT OF NEAR-FAULT EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
|
× |
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MONTE CARLO SIMULATIONS OF SOIL AMPLIFICATION FUNCTIONS FOR SITE-SPECIFIC SEISMIC HAZARD ANALYSIS – CASE STUDY: TEHRAN, THE CAPITAL CITY OF IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
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TURKISH DISASTER DATA BANK (TABB) |
0 ریال |
|
0 ریال |
|
× |
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LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRENGHT REDUCTION METHOD |
20,000 ریال |
|
20,000 ریال |
|
× |
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EFFECT OF CONNECTION RIGIDITY ON THE BEHAVIOR OF IRREGULAR STEEL BUILDINGS UNDER LATERAL LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
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ADAPTIVE PUSHOVER ANALYSIS OF REINFORCED CONCRETE STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
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RESPONSE OF CONCRETE BLOCK MASONRY WALLS SUBJECTED TO IN-PLANE SHEAR AND FLEXURAL LOADS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
APPLICATION OF PATTERN RECOGNITION TECHNIQUES TO LONG-TERM EARTHQUAKE PREDICTION IN ALBORZ REGION ON IRANIAN PLATE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
RAPID WEB-BASED SEISMIC RISK ANALYSIS OF BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
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EFFECT OF STRUCTURAL MODELING UNCERTAINTIES ON SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
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