Unified equivalent frame method for flat plate slab structures under combined gravity and lateral loads - Part 1: derivation

2014 ◽  
Vol 7 (5) ◽  
pp. 719-733 ◽  
Author(s):  
Kang Su Kim ◽  
Seung-Ho Choi ◽  
Hyunjin Ju ◽  
Deuck Hang Lee ◽  
Jae-Yeon Lee ◽  
...  
Keyword(s):  
Flat Plate ◽  
Lateral Loads ◽  
Equivalent Frame ◽  
Frame Method

Unified equivalent frame method for flat plate slab structures under combined gravity and lateral loads - Part 2: verification

2014 ◽  
Vol 7 (5) ◽  
pp. 735-751 ◽  
Author(s):  
Seung-Ho Choi ◽  
Deuck Hang Lee ◽  
Jae-Yuel Oh ◽  
Kang Su Kim ◽  
Jae-Yeon Lee ◽  
...  
Keyword(s):  
Flat Plate ◽  
Lateral Loads ◽  
Equivalent Frame ◽  
Frame Method

Equivalent Frame Analysis for Lateral Loads

1979 ◽  
Vol 105 (10) ◽  
pp. 1981-1998
Author(s):  
M. Daniel Vanderbilt
Keyword(s):  
Frame Analysis ◽  
Lateral Loads ◽  
Equivalent Frame

Microcomputer analysis of reinforced concrete slab systems

1993 ◽  
Vol 20 (4) ◽  
pp. 587-601 ◽  
Author(s):  
Pierre Léger ◽  
Patrick Paultre
Keyword(s):  
Finite Element ◽  
Reinforced Concrete ◽  
Structural Design ◽  
Concrete Slab ◽  
Three Dimensional ◽  
Structural Behaviour ◽  
Reinforced Concrete Slab ◽  
Element Analysis ◽  
Equivalent Frame ◽  
Frame Method

Microcomputer finite element analysis of reinforced concrete slab systems can now be routinely performed to produce realistic numerical simulation of three-dimensional structural behaviour. However, an efficient use of this approach requires an automated integration of design and analysis procedures. Guidelines for proper finite element modelling of slab systems are first presented along with simple post-processing algorithms to perform automatically the design or verifications from the analytical results. Numerical applications on simple slab systems subjected to uniform and concentrated loads are then used to illustrate the relative performance between finite element analyses and the equivalent frame method. Key words: microcomputer, reinforced concrete slab, finite element method, structural design.

scholarly journals Equivalent Frame Method Combining Flexural and Shear Responses of Masonry Buildings

2021 ◽  
Author(s):  
C. Marano ◽  
M. Petracca ◽  
G. Camata ◽  
E. Spacone
Keyword(s):  
Masonry Buildings ◽  
Equivalent Frame ◽  
Frame Method

scholarly journals Effect of load balancing on punching shear stress and deflection of post tensioning flat slab with different grade of concrete

2018 ◽  
Vol 7 (3.29) ◽  
pp. 157
Author(s):  
Kamal Padhiar ◽  
Dr C. D. Modhera ◽  
Dr A. K. Desai ◽  
Dr S. A. Vasanwala
Keyword(s):  
Shear Stress ◽  
Load Balancing ◽  
Load Balance ◽  
Punching Shear ◽  
Flat Slab ◽  
Flat Slabs ◽  
Equivalent Frame ◽  
Frame Method ◽  
Post Tensioning

Flat slabs are a widely adopted solution now a day for buildings, because of their economic and functional advantages. The main objective of this paper is to analysis of post tensioning flat slab by changing the different parameter such as span of slab, grade of concrete and load balancing and comparing the result such as deflection and punching shear. Grade of concrete and load balance directly influence to the deflection and punching shear of flat slab. So in this paper concrete grade varies M-35 to M-50 is considered and load balance varies from minimum 25% to maximum 100% is considered. The use of ADAPT-PT builder 2015 is recommended because of its friendly use and quick calculation capabilities. Use of the ACI Code equivalent frame method of analysis was performed using said software.  

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