Time-Varying Evolution Behaviors of Steel–Concrete Composite Girders with Differentiated Connectors
To improve the cracking resistance of a concrete slab in the hogging moment region, a new concept called uplift-restricted and slip-permitted (URSP) connection technology has been proposed. Several studies have been conducted on URSP connectors, but investigations into the time-varying evolution beh...
Main Authors: | Yingjie Zhu, Liying Chen, Chen Wang, Cheng Liu, Zhengyuan Li |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-04-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/13/5/1137 |
Similar Items
-
Seismic Response Analysis of Steel–Concrete Composite Frame Structures with URSP Connectors
by: Linli Duan, et al.
Published: (2022-12-01) -
Research on Application of Uplift-Restricted Slip-Permitted (URSP) Connectors in Steel-Concrete Composite Frames
by: Linli Duan, et al.
Published: (2019-05-01) -
Numerical Study on the Seismic Behavior of Steel–Concrete Composite Frame with Uplift-Restricted and Slip-Permitted (URSP) Connectors
by: Zhenhao Wu, et al.
Published: (2023-10-01) -
Experimental Research on the Mechanical Properties of MURSP-Type Steel-Concrete Composite Beams in Negative-Moment Region
by: Jianqing Bu, et al.
Published: (2023-04-01) -
Determination and Implementation of Reasonable Completion State for the Self-Anchored Suspension Bridge with Extra-Wide Concrete Girder
by: Guangpan Zhou, et al.
Published: (2019-06-01)