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d) Horizontal Earthquake Load Results

1- Displacement

ideCAD StaticStructural

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ETABS

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2- Internal Force Frame Results

ideCAD StaticStructural

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ETABS

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e) Calculation of Magnification Coefficient According to Equivalent Earthquake Load Method

Eşdeğer Büyütme KatsayısıEşdeğer Deprem Yükü YöntemiAzaltılmış Tasarım İvme Spektrumu

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Equivalent Lateral Force Method 12.8.1.1 Seismic Response Coefficient for Equivalent Lateral Force Method

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The information used in the account in the ideCAD Static Dynamic analysis report is summarized below.

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f) Relative

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Göreli Kat Ötelemelerin Sınırlandırılması

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Göreli Kat Ötelemesi Lamda Değerleri Hesabı Örneği 1

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Story Drifts Calculation

Calculation and Control of Relative Story Displacements.

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The calculation made in the relative storey displacement section of the ideCAD Static Earthquake Structural Seismic regulation report is below.

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g) Second Order Effect Calculation

İkinci Mertebe Etkileri 12.8.7 P-Delta Effects section contains the philosophy of the account and how it is done. This account cannot be obtained directly from ETABS. The required data is taken from ETABS and the calculation is made manually.

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Calculation results are given in the second order effects section of the ideCAD Static Earthquake regulation report.

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 ETABS is register of Trademark for CSI