Partial shear connection design of composite slabs-Reference-Cited by-同舟云学术

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Partial shear connection design of composite slabs

Published:1994-07 Issue:5 Volume:16 Page:348-362
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Patrick Mark,Bridge Russell Q.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference18 articles.

1. A new partial shear connection strength model for composite slabs;Patrick;Steel Constr. J. Aust. Inst. Steel Constr.,1990

2. Parameters affecting the design and behaviour of composite slabs;Patrick,1990

3. Controlled test for composite slab design parameters;Patrick,1990

4. Analysis of Bondek II composite slab tests to British Standard BS 5950: Part 4: 1982;Patrick,1992

Cited by 31 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Composite slabs micromechanics characterization of the steel-concrete interaction with finite element models;Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería;2075-05-22

2. Three-dimensional finite element modeling for bending and pull-out tests of composite slabs;Engineering Structures;2023-11

3. Flexural stiffness characterization of the corrugated steel–concrete composite structure for tunnel projects;Underground Space;2023-10

4. Structural performance of orthotropic Steel-Concrete continuous composite decks with larger U-ribs and PBL shear connectors;Structures;2023-05

5. Shear-Bond Behaviour of Profiled Composite Slab Incorporated with Self-Compacted Geopolymer Concrete;Applied Sciences;2022-08-25

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