Robustness of Reinforced Concrete Slab Structures: Lessons Learned from Two Full-Scale Tests
Within the research project ITSAFE, two full-scale structures were built, one consisting of a single-storey, two-span, 7.00 × 14.00 m<sup>2</sup> RC frame with a solid slab and another consisting of a two-storey, 7.00 × 7.00 m<sup>2</sup> RC frame with solid slabs. In the two...
Main Authors: | Alejandro Pérez Caldentey, Yolanda G. Diego, Anastasio P. Santos, Lina López, María Chiquito, Ricardo Castedo |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2024-02-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/14/2/558 |
Similar Items
-
Full-Scale Field Tests on Concrete Slabs Subjected to Close-In Blast Loads
by: María Chiquito, et al.
Published: (2023-08-01) -
Behavior of RC Slabs subjected to Eccentric Punching Shear
by: Abanoub atallah, et al.
Published: (2020-03-01) -
Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
by: Tadeusz Urban, et al.
Published: (2014-09-01) -
Application of Optimizing Slab Corner Shapes to Reduce Edge Seam Defect on Heavy Plates
by: Minglin Wang, et al.
Published: (2022-11-01) -
Computational Modelling of Intra-Module Connections and Their Influence on the Robustness of a Steel Corner-Supported Volumetric Module
by: Si Hwa Heng, et al.
Published: (2024-03-01)