APA (7th ed.) Citation

Dhananjaya, H., Nagabhushanam, J., Pandey, P., & Jumaat, M. Z. (2010). New twelve node serendipity quadrilateral plate bending element based on mindlin-reissner theory using integrated force method. Structural Engineering and Mechanics.

Chicago Style (17th ed.) Citation

Dhananjaya, H.R, J. Nagabhushanam, P.C Pandey, and Mohd Zamin Jumaat. New Twelve Node Serendipity Quadrilateral Plate Bending Element Based on Mindlin-reissner Theory Using Integrated Force Method. Structural Engineering and Mechanics, 2010.

MLA (9th ed.) Citation

Dhananjaya, H.R, et al. New Twelve Node Serendipity Quadrilateral Plate Bending Element Based on Mindlin-reissner Theory Using Integrated Force Method. Structural Engineering and Mechanics, 2010.

Warning: These citations may not always be 100% accurate.