The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading
In conventional steel-concrete-steel (SCS) construction, the external steel plates are connected to the concrete infill by welded shear stud connectors. This paper describes a programme of experimental and numerical investigations on reduced-scale non-composite SCS panels with axially restrained con...
Saved in:
Main Authors: | Remennikov A.M., Kong S.Y., Uy B. |
---|---|
Other Authors: | 8894438000 |
Format: | Article |
Published: |
2023
|
Subjects: | |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
An experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading
by: Kong S.Y., et al.
Published: (2023) -
Performance improvement of profiled steel sheet dry board floor system by concrete infill
by: Badaruzzaman W.H.W., et al.
Published: (2023) -
Design of plated structures. : Eurocode 3 : Design of steel structures : part 1-5--Design of plated structures
by: Darko Beg ... [et al.].
Published: (2020) -
Calculation of axial loads on columns by tributary area method and finite element method
by: Tee, Chin Fang
Published: (2016) -
Safety of nuclear reactors part B: Unsteady-state strength mathematical model
by: El-Shayeb M., et al.
Published: (2023)