Genetic algorithm based optimum design of nonlinear planar steel frames with various semi- rigid connections

By E. Kameshki, Mehmet Polat Saka. 2003

91 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/500bce6d0b40fdb0870794d8f8df0a4183f080ac

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Sadik Ozgur Degertekin
2. M. S. Hayalioglu
3. Mehmet Polat Saka
4. Ali Kaveh
5. Siamak Talatahari
6. Zong Woo Geem

In Mechanics of Materials

1. Sadik Ozgur Degertekin
2. M. S. Hayalioglu
3. Mehmet Polat Saka
4. Siamak Talatahari
5. Ali Kaveh
6. Zong Woo Geem

Citations in the corpus

• Harmony search algorithm for minimum cost design of steel frames with semi-rigid connections and column bases (2010, methodology): “Optimum design of steel frames with semi-rigid connections has also been investigated using mathematical programming techniques (Xu and Grierson 1993; Almusallam 1995; Alsalloum and Almusallam 1995; Simoes 1996) and genetic algorithms (GAs) ( Kameshki and Saka 2001, 2003; Hayalioglu and Degertekin ”
• Optimum design of steel sway frames to BS5950 using harmony search algorithm (2009, methodology): “A large number of optimum structural design algorithms have been developed in recent years which are based on these effective, powerful and novel techniques [22–42].”