Theses and Dissertations
Issuing Body
Mississippi State University
Advisor
Lim, Hyungsuk (Thomas)
Committee Member
Shmulsky, Rubin
Committee Member
Seale, R. Dan
Committee Member
Zhang, Jilei
Date of Degree
8-9-2019
Original embargo terms
Worldwide
Document Type
Graduate Thesis - Open Access
Major
Sustainable Bioproducts
Degree Name
Master of Science
College
College of Forest Resources
Department
Department of Sustainable Bioproducts
Abstract
The objective of this research is to develop the relationship between starting steps and post newels attached by different connection systems. This research focuses on analyzing solid and box posts connection performance under monotonic and reversed cyclic loads by following European standards EN 26891:1991 and EN 12512:2001, respectively. Moment carrying capacity, stiffness, energy dissipation, and ductility were calculated. Four connection systems were tested, two for solid posts (Sure-Tite™ and Fas-N-Fast™) and two for box posts (L-brackets and wood block with lag bolt). Connections had higher load capacity during the monotonic loading protocol than in the reversed cyclic loading protocol. No strength difference was observed between the solid post connection systems. However, Sure-Tite™ presented a more ductile behavior. For box posts, the L-brackets connection system was superior in strength, while the wood block with lag bolt system had a greater ductile behavior.
URI
https://hdl.handle.net/11668/14589
Recommended Citation
Spinelli Correa, Laurice Mara, "Structural performance of staircase post connection systems under monotonic and reversed cyclic static loads" (2019). Theses and Dissertations. 4084.
https://scholarsjunction.msstate.edu/td/4084
Comments
stairway||newel||failure mode||moment||stiffness||connection