F. M. ÖZKAL And H. UYSAL, "A FULLY STRESSED DESIGN METHOD TO DETERMINE THE OPTIMUM STRUT-AND-TIE MODEL FOR BEAM-COLUMN CONNECTIONS," INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS , vol.9, no.3, 2012
ÖZKAL, F. M. And UYSAL, H. 2012. A FULLY STRESSED DESIGN METHOD TO DETERMINE THE OPTIMUM STRUT-AND-TIE MODEL FOR BEAM-COLUMN CONNECTIONS. INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS , vol.9, no.3 .
ÖZKAL, F. M., & UYSAL, H., (2012). A FULLY STRESSED DESIGN METHOD TO DETERMINE THE OPTIMUM STRUT-AND-TIE MODEL FOR BEAM-COLUMN CONNECTIONS. INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS , vol.9, no.3.
ÖZKAL, FATİH, And Habib UYSAL. "A FULLY STRESSED DESIGN METHOD TO DETERMINE THE OPTIMUM STRUT-AND-TIE MODEL FOR BEAM-COLUMN CONNECTIONS," INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS , vol.9, no.3, 2012
ÖZKAL, FATİH M. And UYSAL, Habib. "A FULLY STRESSED DESIGN METHOD TO DETERMINE THE OPTIMUM STRUT-AND-TIE MODEL FOR BEAM-COLUMN CONNECTIONS." INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS , vol.9, no.3, 2012
ÖZKAL, F. M. And UYSAL, H. (2012) . "A FULLY STRESSED DESIGN METHOD TO DETERMINE THE OPTIMUM STRUT-AND-TIE MODEL FOR BEAM-COLUMN CONNECTIONS." INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS , vol.9, no.3.
@article{article, author={FATİH MEHMET ÖZKAL And author={Habib UYSAL}, title={A FULLY STRESSED DESIGN METHOD TO DETERMINE THE OPTIMUM STRUT-AND-TIE MODEL FOR BEAM-COLUMN CONNECTIONS}, journal={INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS}, year=2012}