Immediate ( Semi-rigid diaphragm - fully rigid diaphragm)

[Levent Özpak]

HELLO, I had a few questions 1-) I just started using version 7 of idecadin. In previous versions, there was no option such as semi-rigid diaphragm and full-rigid diaphragm, although I did research on this in the analysis settings, I am not satisfied. I couldn't find anything convincing in my project when the analysis is done in semi-rigid diaphragm, there is no alpha i error if I make a fully rigid diaphragm, alphai error occurs, I got the r coefficient, I would be glad if you could help me on this matter 2-) when I have a dynamic analysis in the same project, it does not give any error, but in the risky building analysis, the curtains on the ground floor 3-) when I make beams between two curtains, the shear forces are constantly excessive. How can I prevent this 4-) How can I fix the shear safety control of the column-beam junction area without disturbing the architecture (without any misalignment), thank you in advance for your interest. You can download the project from the link below, good work [url =http://www.4shared.com/rar/KaisFvNnba/hkn_sonn.htm l]http://www.4shared.com/rar/KaisFvNnba/hkn_sonn.html[/url]

Hello, 1-Semi-rigid diaphragm option is included in the analysis model in the analysis, so analysis results are expected to change. Regarding the AlfaS warning; In highly ductile systems, if the shear force ratio on the shear walls is greater than 0.75, the R coefficient is calculated from 10-4*alphas. (TDY 2007 item 2.5.2.2) alphaS and under the headings of Earthquake Regulation General Report/ Shear Shear Force Control and R Coefficient Selection Reason in the program. ]10-4*alphaS values are given. 2-The calculation criteria in normal analysis and performance and risky building analysis are different. In addition, risky building analysis according to RBY item 1.3 can be applied in structures with 8 floors above the floor and whose height does not exceed 25 meters. The attached join.pdf file may be useful for solving the 4-Joint Interrupt security issues. Good work