BEHAVIOR OF EXTENDED SHEAR TABS IN STIFFENED BEAM-TO-COLUMN WEB CONNECTIONS By Warren Goodrich Thesis Submitted to the Faculty of the Graduate School of Vanderbilt University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE in Civil Engineering August, 2005 Nashville, Tennessee Approved: Dr. P.K. Basu Dr. Lori Troxel
BEHAVIOR OF EXTENDED SHEAR TABS IN STIFFENEDBEAM-TO-COLUMN WEB CONNECTIONS
May 19, 2023
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Related Documents
