Experimental, numerical study and design of concrete-encased concrete-filled steel tube columns and beam-column joints
Steel-concrete composite construction has been widely used for many years in medium to high rise buildings in Singapore, China, America and Japan. The structural and economic advantages of both steel and concrete materials are effectively combined in composite construction. Several structural types...
Saved in:
Main Author: | Ma, Youxin |
---|---|
Other Authors: | Tan Kang Hai |
Format: | Thesis-Doctor of Philosophy |
Language: | English |
Published: |
Nanyang Technological University
2022
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/160731 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Experimental and numerical studies of concrete-encased concrete-filled steel tube stub columns under uniaxial and biaxial eccentric compression
by: Ma, You-Xin, et al.
Published: (2022) -
Static behavior of steel I-beam to concrete filled tube column connections
by: Dai, Chaowei
Published: (2008) -
Development and analysis of advanced precast dry connections for concrete-encased concrete-filled steel tube columns
by: Zhu, Gaoming
Published: (2024) -
Experimental and numerical study on structural behaviour of precast concrete beam-column joints under column removal scenario
by: Bao, Yintong
Published: (2023) -
Investigation of axial-flexural behaviour of concrete-encased concrete-filled steel tube slender beam–columns
by: Wu, Nuoxin, et al.
Published: (2024)