Jun-Hen Chen
National Chiao Tung University
10 Papers
78 Citations
Jun-Hen Chen is an academic researcher from National Chiao Tung University. The author has contributed to research in topics: Beam (structure) & Slab. The author has an hindex of 7, co-authored 7 publications. Previous affiliations of Jun-Hen Chen include National Center for Research on Earthquake Engineering.
Chat about Author
Papers
Seismic design and shake table tests of a steel post‐tensioned self‐centering moment frame with a slab accommodating frame expansion
TL;DR: In this paper, a sliding slab is used to minimize restraints to the expansion of a post-tensioned self-centering moment frame and a sliding device is installed between the floor beams and the beams in other bays, wherever the slab is allowed to slide.
98
Development of floor slab for steel post-tensioned self-centering moment frames
TL;DR: In this article, two slab schemes were proposed to reduce the restraints on the seismic responses of a post-tensioned moment-resisting (PT) frame by using truss elements to connect the slab and beams in only one bay of the PT frame.
78
Analytical model validation and influence of column bases for seismic responses of steel post-tensioned self-centering MRF systems
TL;DR: In this paper, a three-dimensional analytical model with rotational springs in the PT connection and PT column base was introduced to capture shake table test results of the frame subassembly, and the same modeling approach was adopted to one MRF and three SC frames to study the effects of column bases on the seismic responses of frames under the design-based and maximum-considered earthquakes.
65
Tests and analyses of a full-scale post-tensioned RCS frame subassembly
TL;DR: A series of cyclic tests of a full-scale one-story two-bay specimen frame, a substructure of a three-story post-tensioned (PT) self-centering (SC) building using reinforced concrete columns and steel beams, were conducted in the Taiwan National Center for Research on Earthquake Engineering.
56
Seismic design and behavior of post-tensioned steel connections including effects of a composite slab
TL;DR: In this article, the effects of web stiffeners on beam local buckling, and the interaction of a composite slab were analyzed for post-tensioned (PT) beam-to-column connections.
46