scholarly journals Geometric Nonlinear Analysis of Reinforced Concrete Folded Plate Structures by the Harmonic Coupled Finite Strip Method

2014 ◽  
Vol 58 (3) ◽  
pp. 173-185
Author(s):  
Dragan D. Milašinović ◽  
Danica Goleš
2017 ◽  
Vol 117 ◽  
pp. 63-88 ◽  
Author(s):  
A. Borković ◽  
S. Kovačević ◽  
D.D. Milašinović ◽  
G. Radenković ◽  
O. Mijatović ◽  
...  

2012 ◽  
Vol 10 (3) ◽  
pp. 275-290
Author(s):  
Dragan Milasinovic ◽  
Danica Goles

The optimal design of reinforced concrete folded plate structures under multiple loading conditions is presented. The design variables include geometrical quantities, like the thickness, dimensions of the structural members (plates), and topological parameters, which define the locations and the connectivity of such elements. The structural analysis required during the design process is performed by using the classical finite strip method and complex harmonic coupled finite strip method for the solution of the corresponding geometric nonlinear design problem. Some applications to the optimal design of prismatic folded plates show the effectiveness of the proposed procedures.


Sign in / Sign up

Export Citation Format

Share Document