Figure 4 - available via license: Creative Commons Attribution 4.0 International
Content may be subject to copyright.
![Shear reinforcement for slab S2 of Sherif and Dilger [6].](publication/345770600/figure/fig4/AS:957183638384640@1605221771521/Shear-reinforcement-for-slab-S2-of-Sherif-and-Dilger-6.png)
Source publication
![Figure 2. Specimen tested by Sherif and Dilger [6].](publication/345770600/figure/fig2/AS:957183638401024@1605221771438/Specimen-tested-by-Sherif-and-Dilger-6_Q320.jpg)
![Figure 4.Shear reinforcement for slab S2 of Sherif and Dilger [6].](publication/345770600/figure/fig4/AS:957183638384640@1605221771521/Shear-reinforcement-for-slab-S2-of-Sherif-and-Dilger-6_Q320.jpg)
![Figure 5. Mesh used for the NLFEA of Sherif and Dilger's [6] tests.](publication/345770600/figure/fig5/AS:957183638380544@1605221771557/Mesh-used-for-the-NLFEA-of-Sherif-and-Dilgers-6-tests_Q320.jpg)
This paper assesses the influence of slab continuity on the punching resistance of a realistically proportioned flat slab floor plate without shear reinforcement. The edge column punching resistance of a symmetric flat slab extending bays in each direction was assessed by means of NLFEA with TNO DIANA, MC2010 levels II, III, IV, Eurocode 2 and NBR...
Context in source publication
Context 1
... slabs had the flexural reinforcement depicted in Figure 3, with No. 15 bars (200 mm 2 ) with y f 444 MPa = , and No. 10 bars (100 mm 2 ) with y f 523MPa = . Slab S2 was reinforced with shear studs at both interior and edge columns in the arrangement shown in Figure 4. Slab S1 had no shear reinforcement. ...
Similar publications
The deep magmatic architecture of the Hawaiian volcanic system is central to understanding the transport of magma from the upper mantle to the individual volcanoes. We leverage advances in earthquake monitoring with deep learning algorithms to image the structures underlying a major mantle earthquake swarm of nearly 200,000 events that rapidly acce...
