Optimum design of nonlinear steel frames with semi-rigid connections using a genetic algorithm

By E. Kameshki, Mehmet Polat Saka. 2001

139 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/a4d265e225e96e091e3f14e57ff54f2fb6be18b6

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. Mehmet Polat Saka
2. Zong Woo Geem
3. Ali Kaveh
4. Sadik Ozgur Degertekin
5. M. S. Hayalioglu
6. Siamak Talatahari
7. Bilal Alatas
8. Rigoberto Burgueño

In Mechanics of Materials

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

Citations in the corpus

• Mathematical and Metaheuristic Applications in Design Optimization of Steel Frame Structures: An Extensive Review (2013, background): “Kameshki and Saka [139] extended thework of [134] to frames with various semirigid beam-to-column connections such as end plate without column stiffeners, top and seat angle with double web angle, top and seat angle without double web angle.”
• Review on the modelling of joint behaviour in steel frames (2011, unknown): “[81] Kameshki ES, SakaMP.”
• 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].”