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001541
2018-10-24

Consideration of P-Delta Effects (Second-Order Analysis) in the Response Spectrum Analysis According to ASCE 7-16

The P-Delta effect is also known colloquially as the calculation according to the second-order analysis with applying imperfection. According to ASCE 7-16 [1], a check must be made after calculating the equivalent seismic loads as to whether it is necessary to consider this P-Delta effect. The following formulas are given at Point 12.8-16 in the standard.

It is not necessary to consider P-Delta effects on floor shear and moments as well as floor deformations if the stability coefficient is smaller than 0.1. This coefficient can be determined with the following formula:

The stability coefficient must not exceed 0.25 to perform a second-order analysis. If the coefficient is greater than the maximum value, we recommend revising the structure, because it has no stability according to the second-order analysis. The maximum value is calculated as follows:

where β is the ratio between the shear capacity of the single levels x and x-1. The conservative approach is to apply 1.0 here.

If the stability coefficient is between 0.1 and 0.25, the calculation can be performed according to the P-Delta analysis. It is also possible to calculate the determined internal forces and the deformation according to the linear static analysis, then increase it with a factor. The following formula is used:

The P-Delta effect according to ASCE 7-10 of 2016 does not have to be used consistently, as shown with the formulas. Therefore, it is worthwile to check the formulas according to 12.8.6 to avoid extra work.


Links
References
  1. ASCE/SEI 7‑16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures