Performance Based Design
The topics covered in this section are not included in v10.20. It will be added to the program with v10.50 and will be updated free of charge for v10 users.
TBDY Section 5.1. EVALUATION AND DESIGN APPROACH ACCORDING TO THE MODIFICATION
In one of the two main approaches for the design of building bearing systems under the effect of earthquakes, the Assessment and Design According to the Shape Change (ŞGDT) approach:
(a) Internal force-deformation relations compatible with nonlinear modeling approaches of existing or previously pre-designed structural system elements are determined.
(b) Under the earthquake ground motion (s) selected in accordance with the projected performance target (s) , the load-bearing system is calculated by dynamic incremental methods in the static or time-domain, deformation requests for nonlinear ductile behavior and strength demands for brittle behavior are obtained. is.
(c) The deformation and internal force demands achieved are compared with the deformation and withstand capacities defined in accordance with the anticipated performance target (s) .
(d) For existing buildings , the assessment by deformation is completed by showing that deformation and strength demands are below or exceed the corresponding deformation and strength capacities.
(e) For existing buildings to be new or strengthened, if the deformation and strength demands are below the corresponding deformation and strength capacities, the design is completed according to the deformation . Otherwise, the element sections are changed and the calculation is repeated and re-evaluated and the design is finalized according to the deformation .
220.127.116.11 - described in this section Evaluation and Design According to Strain - ŞGDT calculation guidelines, Chapter 13 't described in High-Rise Buildings ' s design, Chapter 14 ' t described Earthquake Insulated Building 's design and Chapter 15 ' t-described Evaluation of Existing Building and Strengthening will be applied for.
In the buildings specified in 18.104.22.168 - 22.214.171.124 , after the preliminary design is made by applying the Design Based On Strength - DGT calculation principles according to Chapter 4 , a performance evaluation will be made using the Assessment and Design According to the Shape Change - ŞGDT calculation principles explained in this section .
126.96.36.199 - After the preliminary design of fully post- tensioned pre-fabricated buildings defined in Section 8 is made with the DGT approach, performance evaluation will be made with the ŞGDT approach according to 8.4.3 .