Simplified elastic design method using equivalent span ratio for two‐way concrete composite slabs with precast ribbed panels
- 6 September 2018
- journal article
- research article
- Published by Wiley in Structural Concrete
- Vol. 20 (1), 213-224
- https://doi.org/10.1002/suco.201800097
Abstract
No abstract availableKeywords
Funding Information
- Chinese National Natural Science Foundation (51308207, 51578236)
- Natural Science Foundation of Hunan Province (2018JJ3161)
This publication has 14 references indexed in Scilit:
- Influence of reinforcement on in-plane mechanical behaviors of CSPRP under cyclic reversed loadMaterials and Structures, 2014
- Failure Mode and Ultimate Bearing Capacity of Precast Ribbed Panels Used for Concrete Composite SlabsAdvances in Structural Engineering, 2013
- Hollow-core slabs with cast-in-place concrete toppings: A study of interfacial shear strengthPCI Journal, 2013
- Tests and analysis on shear strength of composite slabs of hollow core units and concrete toppingConstruction and Building Materials, 2008
- Interface Shear in High Strength Composite T-BeamsPCI Journal, 2004
- Horizontal shear transfer across a roughened surfaceCement and Concrete Composites, 2003
- Structural and Economic Benefits of Precast/Prestressed Concrete ConstructionPCI Journal, 2001
- Social and Environmental Benefits of Precast Concrete TechnologyPCI Journal, 2001
- Assessment of Existing Precast Concrete Gravity Load Floor Framing SystemsPCI Journal, 1995
- PERFORMANCE OF PRECAST PRESTRESSED HOLLOW CORE SLAB WITH COMPOSITE CONCRETE TOPPINGPCI Journal, 1973