hakanyalciner
New Member
1-IN THE ATTACHED FILE, SOME OF THE ARTICLE WRITTEN USING IDE CAD 5 ENTERPRISE AND WHICH WINNED TO ENTER THE TOP 5 AT THE CONFERENCE ORGANIZED IN PORTUGAL LISBON (International Conference on Structural Engineering Dynamics ICEDyn 2009) IS AVAILABLE. BECAUSE THE ARTICLE IS QUALIFIED TO BE SENT TO THE INTERNATIONAL JOURNAL, WE CAN ONLY SHARE SOME OF IT WITH YOU. 2-IDE CAD DEFINITELY SHOWN WHICH IS THE PROGRAM THAT GIVEN THE BEST RESULTS (time history analysis) AGAIN AT THIS STUDIO AND MADE IT VERY EASY TO THE RESEARCHERS, THEREFORE. WE KNOW A DEBT. 3- IN THIS ARTICLE, THE BEHAVIORS OF AN EXISTING BUILDING BEFORE AND AFTER REINFORCEMENT ACCORDING TO FEMA 356 AND FEMA BSO STANDARDS ARE SUMMARY. TIME HISTORY ANALYSIS WAS APPLIED TO THE EXISTING STRUCTURE AND THEN THE STRENGTHENED STRUCTURE, USING 20 DIFFERENT EARTHQUAKE MOVEMENT RECORDS TO THE EXISTING STRUCTURE. 4- FOLLOWING TABLE 3 IN THE ARTICLE, IT CAN BE SEEN HOW IMPORTANT THE PUSH-OVER ANALYSIS IS WHEN MAKING REINFORCEMENT. STRUCTURED, STRENGTHENED BY LINEAR STATIC ANALYSIS, DID INSUFFICIENT BEHAVIOR IN TIME HISTORY AND PUSH ANALYSIS. 5-RESULT, IT HAS RE-STATED HOW IMPORTANT FEMA 356 BSO STANDARD, PUSH ANALYSIS, AND TIME TIMING ANALYSIS IN FEATURE LED WERE GIVEN WHEN DESIGNING. WHEN IT IS POSSIBLE TO GIVE ADVERSE RESULTS, RELYING ON THE RESULT OF TIME DEFINITION ANALYSIS WILL BE A MORE REAL APPROACH. 6- WE FOLLOW MANY REQUESTS FROM THE FORM, ESPECIALLY FOR DRAWING DETAILS FOR IDE CAD 6. CONCERNED THAT THE IDE CAD 6 IS MORE IMPORTANT THAN THE DRAWING DEFINITION. STAGED (CONSIDERING THE CORROSION EFFECT, ) IT IS POSSIBLE TO SEE THE PUSH ANALYSIS.