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× |
 |
APPLICATION OF PATTERN RECOGNITION TECHNIQUES TO LONG-TERM EARTHQUAKE PREDICTION IN ALBORZ REGION ON IRANIAN PLATE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN EQUIVALENT TRUSS MODEL FOR NONLINEAR STATIC ANALYSIS OF URM BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
STABILITY OF MICROTREMORS FOR SOME SELECTED SITES IN TEHRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVING THE RESPONSE TO EARTHQUAKE HAZARDS AND DISASTERS BY EVALUATING CIVIL PROTECTION PROGRAMS |
0 ریال |
|
0 ریال |
|
× |
|
PERFORMANCE-BASED OPTIMUM DESIGN OF REINFORCED CONCRETE MOMENT FRAMES UNDER EARTHQUAKE OADING |
20,000 ریال |
|
20,000 ریال |
|
× |
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SOIL CATEGORY EFFECTS ON THE DISPLACEMENT AMPLIFICATION FACTOR ( CD) OF OUTRIGGER BRACED STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DEVELOPINGCRITERIA FOR LOCATING HOSPITALS IN EARTHQUAKE PRONE URBANFABRICS BASED ON PHYSICAL AND SOCIAL PARAMETERS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
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 |
|
× |
|
EVALUATING PERFORMANCE OF AN IRREGULAR REINFORCEMENT CONCRETE TRUCTURE DESIGNED BASED ON THIRD EDITION 2800 STANDARD CRITERIA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCE ASSESSMENT OF ISOLATED STRUCTURES WITH ADDED DAMPING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ACTIVE MONITORING OF EARTHQUAKE FOCAL ZONE USING ULTRA-STABLE EISMIC SOURCE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ESTIMATION OF DISPLACEMENT AMPLIFICATION FACTOR (C1) IN THE CASE OF FOUNDATION ROCKING AND DETERMINING THE PROBABILITY OF OCCURRENCE OF THIS EVENT DURING THE EARTHQUAKE BY USING A RELIABILITY ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCE STUDY OF CONCRETE STRUCTURES OF HOSPITALS IN KERMAN, IRAN |
20,000 ریال |
|
20,000 ریال |
|
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