Author: Manubhai Narshibhai Patel
Publisher:
ISBN:
Category : Columns, Iron and steel
Languages : en
Pages : 222
Book Description
Interaction of Flat Slabs and Columns
Author: Manubhai Narshibhai Patel
Publisher:
ISBN:
Category : Columns, Iron and steel
Languages : en
Pages : 222
Book Description
Publisher:
ISBN:
Category : Columns, Iron and steel
Languages : en
Pages : 222
Book Description
The interaction between slab and columns in flat slab construction
The Interaction Between Slabs and Columns in Flat Plate Systems
Author: John Francis Mulcahy
Publisher:
ISBN:
Category : Concrete slabs
Languages : en
Pages : 1412
Book Description
Publisher:
ISBN:
Category : Concrete slabs
Languages : en
Pages : 1412
Book Description
Model Investigation of Column Effects in Flat Slabs
Author: Robert A. Gardner
Publisher:
ISBN:
Category : Concrete slabs
Languages : en
Pages : 130
Book Description
Publisher:
ISBN:
Category : Concrete slabs
Languages : en
Pages : 130
Book Description
Guide to the design and construction of reinforced concrete flat slabs
Author:
Publisher:
ISBN: 9781904482338
Category : Concrete slabs
Languages : en
Pages : 101
Book Description
Publisher:
ISBN: 9781904482338
Category : Concrete slabs
Languages : en
Pages : 101
Book Description
Enhancement of flat flabs' shear resistance using gabion mesh
Author: Hailemelekot Haileslassie
Publisher: GRIN Verlag
ISBN: 3346266842
Category : Technology & Engineering
Languages : en
Pages : 66
Book Description
Master's Thesis from the year 2018 in the subject Engineering - Civil Engineering, grade: very good, Mekelle University (Ethiopian Institute of Technology), course: Msc in structural engineering, language: English, abstract: This thesis presents study of punching shear capacity of flat slab-column junctions. A three dimensional nonlinear finite element program based on 8 node solid elements was used to carry out the nonlinear analysis of flat-slab models with and without gabion-mesh. The effect of gabion arrangements for punching and the ultimate load prediction for each was presented in this thesis. The results obtained from abaqus were compared to code prediction results, and the failure mode also compared to experimental and code predicted failure modes. The predicted mode of failure and other responses are in a good correlation to euro code predicted values. In addition to punching gabion has greater resistance to flexure by increasing the stiffness of the slab. Finally it is concluded that using hexagonal gabion mesh at tension part is easy, effective and can solve construction difficulty of drop panels and one layer gabion can reduce 10mm of slab thickness. Punching strength is a critical point in the design of flat slabs and due to the lack of a theoretical method capable of explaining this phenomenon, empirical formulations presented by codes of practice are still the most used method to check the punching resistance of slab-column connections. Flat slab is a reinforced concrete slab supported directly by concrete columns without the use of beams. This type of slab is appropriate for most floor situations and also for irregular column layouts. Because of its aesthetic view, simplicity for construction, reduction of foundation cost, this becomes very common and competitive structural system for cast-in-place slabs in buildings. Flat plates allow easy and flexible partitioning of space and reduce the overall height of tall buildings. But since the load is directly transferred from slab to column due to high localized force at the column punching effect or punching shear failure is critical. This type of failure is catastrophic because no visible signs are shown prior to failure. To increase the punching resistance of the flat slab several methods have been used, such as drop panel, column capital, column head and shear reinforcements such as shear stud and stirrups. In our country Ethiopia the first three mechanisms are used to increase the resistance of punching shear in flat slabs but shear reinforcements are being used in other countries such as America and British.
Publisher: GRIN Verlag
ISBN: 3346266842
Category : Technology & Engineering
Languages : en
Pages : 66
Book Description
Master's Thesis from the year 2018 in the subject Engineering - Civil Engineering, grade: very good, Mekelle University (Ethiopian Institute of Technology), course: Msc in structural engineering, language: English, abstract: This thesis presents study of punching shear capacity of flat slab-column junctions. A three dimensional nonlinear finite element program based on 8 node solid elements was used to carry out the nonlinear analysis of flat-slab models with and without gabion-mesh. The effect of gabion arrangements for punching and the ultimate load prediction for each was presented in this thesis. The results obtained from abaqus were compared to code prediction results, and the failure mode also compared to experimental and code predicted failure modes. The predicted mode of failure and other responses are in a good correlation to euro code predicted values. In addition to punching gabion has greater resistance to flexure by increasing the stiffness of the slab. Finally it is concluded that using hexagonal gabion mesh at tension part is easy, effective and can solve construction difficulty of drop panels and one layer gabion can reduce 10mm of slab thickness. Punching strength is a critical point in the design of flat slabs and due to the lack of a theoretical method capable of explaining this phenomenon, empirical formulations presented by codes of practice are still the most used method to check the punching resistance of slab-column connections. Flat slab is a reinforced concrete slab supported directly by concrete columns without the use of beams. This type of slab is appropriate for most floor situations and also for irregular column layouts. Because of its aesthetic view, simplicity for construction, reduction of foundation cost, this becomes very common and competitive structural system for cast-in-place slabs in buildings. Flat plates allow easy and flexible partitioning of space and reduce the overall height of tall buildings. But since the load is directly transferred from slab to column due to high localized force at the column punching effect or punching shear failure is critical. This type of failure is catastrophic because no visible signs are shown prior to failure. To increase the punching resistance of the flat slab several methods have been used, such as drop panel, column capital, column head and shear reinforcements such as shear stud and stirrups. In our country Ethiopia the first three mechanisms are used to increase the resistance of punching shear in flat slabs but shear reinforcements are being used in other countries such as America and British.
Building Code Requirements for Structural Concrete (ACI 318-19), Commentary on Building Code Requirements for Structural Concrete (ACI 318R-19)
Author: Jack P. Moehle
Publisher:
ISBN: 9781641950862
Category :
Languages : en
Pages :
Book Description
Publisher:
ISBN: 9781641950862
Category :
Languages : en
Pages :
Book Description
Flat Slabs Supported on Column II
Development of a New Connection Between Steel Tubular Column and Concrete Flat Slab Using Shear Studs
Local strength of flat slabs at column heads
Author: A. Stamenković
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 86
Book Description
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 86
Book Description