Effect of Fast Loading on the Seismic Performance of SRUHSC Frame Structures
Due to the high compressive strength and durability of ultra-high-strength concrete, SRUHSC (steel-reinforced ultra-high-strength concrete) frame structures have been used extensively in super-high-rise buildings. However, the SRUHSC showed obvious brittleness. Encasing structural steel in the mater...
Main Authors: | Wei Liu, Yingchao Ma, Jinqing Jia |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-05-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/12/6/736 |
Similar Items
-
Evaluation of new composite rigid joint under cyclic loading and its effect on one-floor composite frame
by: Azadeh Haghighat, et al.
Published: (2017-08-01) -
Experimental study on cyclic loading characteristics of fly ash as partial replacement of cement in beam-column joint
by: Sayan Kumar Shaw, et al.
Published: (2020-12-01) -
A Simple Analysis Method for Estimation of Required Damping Ratio for Seismic Response Reduction
by: Hyeong-Gook Kim, et al.
Published: (2018-09-01) -
Experimental study on axial compression behavior of square pultruded GFRP tubular stub column
by: Zhiquan Xing, et al.
Published: (2024-07-01) -
Response of Masonry-Infilled Reinforced Concrete Frames Strengthened at Interfaces with Geo-Fabric under In-Plane Loads
by: K. S. Sreekeshava, et al.
Published: (2023-06-01)