The Evolving Dynamic Response of a Four Storey Reinforced Concrete Structure during Construction
Structures include elements designated as load bearing and non-load bearing. While non-load bearing elements, such as facades and internal partitions, are acknowledged to add mass to the system, the structural stiffness and strength is generally attributed to load bearing elements only. This paper i...
Saved in:
| Main Authors: | A. Devin, P.J. Fanning |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2012-01-01
|
| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.3233/SAV-2012-0711 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental Study on the Progressive Collapse Resistance of Two-Storey Half-Scale Fabricated Reinforced Concrete Column-Steel Beam Composite Frame Structure
by: Youquan Liu, et al.
Published: (2021-01-01) -
Modelling and efficiency assessment of vertically reinforced slab foundation of multi-storey building
by: Kanat T. Alenov, et al.
Published: (2025-04-01) -
Dynamic Behavior of Reinforced Concrete Structures with Masonry Walls
by: Samir Helou, et al.
Published: (2008-04-01) -
Correction: Smart construction of fibre‑reinforced concrete structures: size‑scale effects on minimum reinforcement and plastic rotation capacity
by: Federico Accornero, et al.
Published: (2025-06-01) -
Bonding of Recovery Concrete with Corrosion-Destroyed Reinforced Concrete Structure
by: V. V. Molodin, et al.
Published: (2022-02-01)