Performance analysis results

Y

yvzhangns

New Member
Good evening everyone, for my graduation thesis, I am doing a linear performance analysis of the existing building, but some values are very insufficient, I wonder where I am wrong. In particular, the shear forces and floor drifts on my building seem so small that the sensitivity is insufficient, so it seems 0. Thank you in advance for your help,
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Hello My suggestions; Assuming that the conditions in the 7th section of the earthquake regulation are met --D001 console flooring should be corrected incorrectly, --The basement floor's rigid ticks should be removed in the floor general settings, --Performance analysis should be made as entered in the retrofitting, it should not be reinforced and reinforced, (if reinforcement is made, this option can be selected. .) --Element static properties should be selected to assign cracked section stiffnesses. When these are fixed, it passes without any errors. The following is up to you. --The floor where the stair is located, the floor must be removed and the stair load must be entered as a linear load on the beam, --The wall loads on the beam on the attic floor can be removed and the floor loads can be reduced.
 
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