Linear Performance Analysis

[huseyinakkus56]

Yeah I don't know how it happened I fixed it though

 

[unver]

Take it easy, continue without skipping the line.

 

[huseyinakkus56]

Thank you

 

[huseyinakkus56]

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I added the project again. I couldn't save a column, by the way, can you take a look at what I did?

 

[unver]

--Enter the column-wall-beam-foundation dimensions, the concrete value, the reinforcements and fix the reinforcement at the column-wall-beam-foundation.

Again, you did not follow the order "Is there this much reinforcement in the columns? It is not fixed on the beams and curtains. Read the sentence above carefully. After completing this step, move on to the next. My suggestion to you is to complete your project with an engineer friend who has strengthened in your region. Unver ÖZCAN.

 

[huseyinakkus56]

-There is only curtain around the elevator, no core was taken. -They didn't strip the beams (they talked to Çevre Şehircilik and they said "just take it from the columns&quot so I don't have beam reinforcements, but I talked to the Architect who drew the project about 10 years ago and was at the construction site, he said that they used more than the reinforcements I used, they used stirrups with a diameter of 10mm to guarantee it. I still used 8. That's why I didn't lock it. -For the columns, I only have 30/60 column reinforcements, 10 pieces were used, I increased 2 reinforcements for every 20 cm increment.

 

[miralay]

When I want to perform linear performance analysis in V10.16, the message "System analysis must be done first in order to determine the structural performance" message appears. In addition, the program gives an error when exporting in IFC4 version. In IFC2/3, some objects such as continuous foundations cannot be exported.

 

[vforvendett4]

I know that the reinforcement cannot be on a per-element basis.

Hello, you misunderstand. The reinforcement of the elements that do not provide shear safety or the elements that will receive "brittle damage" due to the lack of security in the column-beam junction is made on an element-based basis. You will reinforce all the elements that you calculate to be brittle damaged with a fibrous polymer or mantle. This is already work that needs to be done. If your building already achieves the performance level you aim for, except for the elements that will take brittle damage, you do not need to do anything else. If it doesn't, then there is the job of adding additional reinforcement or new elements (such as curtains) to achieve the performance level you targeted.

Hello, you said that if it already reaches the performance level except for the elements that will take damage, you don't need to do anything else. In the above sentence, you said that reinforcement will be made with polymer and mantle. In my construction, 1 column and too many beams give a Brittle error, but the structure remains in the Controlled Damage zone. Should I then do the reinforcements you wrote to these crispy elements?

 

[Levent Özpak]

Hello. You said that if the brittleness already achieves the level of performance except for the elements that will be damaged, you do not need to do anything else. In the above sentence, you said that reinforcement will be made with polymer and mantle. 1 column and many beams in my construction Brittle error However, the structure remains in the Controlled Damage zone. In this case, should I make the reinforcements you wrote to these brittle elements?

Hello, Linear performance analysis evaluation is made according to the section "Determination of the earthquake performance of existing buildings" specified in TBDY Section 15.8. Here, during the performance evaluation " if there is a brittle element, it is required to be strengthened. In this case, besides the desired performance target is achieved, it should also be checked whether there is a brittle element from the element ductility checks (column ductility check, beam ductility check, wall ductility check). Good work.

 

[MaFiAMaX]

Hi, in v8.62, performance analysis of existing and strengthened buildings was performed simultaneously in the performance analysis settings and comparative results were printed in the report. This feature has been removed in v10, will it be brought back?

 

[Levent Özpak]

Hi, in v8.62, current and strengthened building performance analyzes were performed simultaneously in the performance analysis settings and comparative results were printed in the report. This feature was removed in v10, will it be brought back?

Hello Mr. Erhan, It is not planned at this stage to carry out a study on this subject in the near future.

 

[mustafadisci]

Hello, you said that if you already catch the performance level except for the elements that will take damage, you don't need to do anything else. In the above sentence, you said that reinforcement will be made with polymer and mantle. In my construction, 1 column and too many beams give a Brittle error, but the structure remains in the Controlled Damage zone. In this case, should I make the reinforcements you wrote on these brittle elements?

Hello, Linear performance analysis evaluation is made according to the section "Determination of the earthquake performance of existing buildings" specified in TBDY Section 15.8. Here, during the performance evaluation, "if there is a brittle element, it should be strengthened" is sought. In this case, besides achieving the desired performance target, it should also be checked whether there is a brittle element from the element ductility controls (column ductility control, beam ductility control, wall ductility control). Good work

HOW CAN WE PROCESS IT INTO THE PROJECT AND THE DATA, IF WE DO NOT NEED TO STRENGTHEN THE DETECTED CRITTLE ELEMENTS IN THE PROGRAM AND GET CLEAN RESULTS?

 

[mustafadisci]

Hello. In the above sentence, you said that reinforcement will be made with polymer and mantle. In my construction, 1 column and too many beams give Brittle error, but the structure remains in the Controlled Damage zone. In this case, should I do the reinforcements you wrote on these brittle elements?

Hello, Linear performance analysis evaluation TBDY It is done according to the section "Determination of the seismic performance of existing buildings" specified in Section 15.8. Here, during the performance evaluation, "if there is a brittle element, it is strengthened" is sought. In this case, besides the desired performance target is achieved, the element ductility checks (column ductility check, beam ductility check , curtain ductility control) is also checked for brittle elements. should speak. Good work

SHOULD WE STRENGTHEN THE DETECTED CRISP ELEMENTS IN THE PROGRAM AND GET A CLEAN RESULT, OR HOW CAN WE PROCESS IT TO THE PROJECT AND THE DATA IF IT IS IN PLACE?

 

[Levent Özpak]

SHOULD WE STRENGTHEN THE DETECTED CRISPLE ELEMENTS IN THE PROGRAM AND GET CLEAN RESULTS, OR IF THEY ARE IN PLACE, HOW WE CAN WORK IT INTO THE PROJECT AND THE DATA.

 

[Levent Özpak]

HOW DO WE CONTROL FRIENDLY ELEMENTS, VISIBLE IN 3D ANALYSIS METHODOLOGY BUT NOT VISIBLE IN REPORTS?

Brittle elements are given in column, beam and wall ductility reports.