Flat-Slab building is very popular from the aesthetic and architectural point of view. From functional aspect a flat-slab building is more efficient than a R.C. frame building. So, construction of Flat-Slab building is increasing also in high seismic zone. Sometimes international building codes remain silent about the seismic response of flat slab buildings. In this paper the response of Flat-Slab building and a normal symmetric R.C. frame building of same dimension have been studied for varying seismic intensities. Static, Response Spectrum, Pushover, and Time history analysis have been performed to assess the performance of the two buildings. The costs of construction for these two buildings have also been compared. An extensive study on lumped plasticity model as per FEMA 356 with varying position of plastic hinge and its effect on pushover curve has also discussed in the paper. The paper also comments on the plastic hinge pattern.
Contents
Chapter-1
INTRODUCTION
1. General
1.1 Objective of Study
1.2 Organization of the dissertation
Chapter-2
LITERATURE REVIEW
Chapter-3
MODELLING OF FLAT SLAB BUILDINGS
3.1.General
3.2 Types of flat slab
3.3 Different components of flat slab
3.3.1 Use of column head
3.3.2 Use of drop panel
3.4 Advantages of flat slab
3.4.1 Flexibility in room Layout
3.4.2 Prefabricated welded mesh
3.4.3 Buildable scores
3.5 Behavior of flat slab building during earthquake
3.6 Modeling of flat slab
3.6.1 Finite element approach
3.6.2 Equivalent frame method
3.6.3 Modified equivalent frame method
3.6.4 Extended beam- width procedure
3.6.5 Extended equivalent column method
3.6.6 Extended equivalent slab method
Chapter-4
SEISMIC SAFETY OF FLAT SLAB BUILDING
4.1 Building data
4.2 Comparison of cost
4.3 Materials of construction
Chapter-5
METHODS OF ANALYSIS
5.1 Static analysis
5.2 Frequency analysis
5.3 Response spectra
5.4 Design spectra
5.5 Push over analysis
5.6 Time history
Chapter-6
RESULTS AND DISCUSSION
6.1 Static analysis and validation of model
6.2 Frequency analysis
6.3 Response spectra
6.4 Pushover Analysis
6.4.1 Modeling Approach
6.4.2 Modeling of Frame
6.4.3 Material nonlinearity
6.4.4 Geometric nonlinearity
6.4.5 Plastic deformation curve
Chapter-7
STABILITY OF FLAT SLAB- A CASE STUDY
7.1 Structural configuration
Fig-7.2 FEM model of city mall building
7.2 Loads on the building
7.2.1 Earthquake Load (EL)
7.3 Results and discussions
Chapter-8
CONCLUSIONS
PUBLICATIONS
- Arbeit zitieren
- Mohd Rizwan Bhina (Autor:in), Dr. D. K. Paul (Autor:in), 2013, Assessment of R. C. Flat Slab Building, München, GRIN Verlag, https://www.grin.com/document/232202
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Laden Sie Ihre eigenen Arbeiten hoch! Geld verdienen und iPhone X gewinnen. -
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Laden Sie Ihre eigenen Arbeiten hoch! Geld verdienen und iPhone X gewinnen. -
Laden Sie Ihre eigenen Arbeiten hoch! Geld verdienen und iPhone X gewinnen. -
Laden Sie Ihre eigenen Arbeiten hoch! Geld verdienen und iPhone X gewinnen. -
Laden Sie Ihre eigenen Arbeiten hoch! Geld verdienen und iPhone X gewinnen. -
Laden Sie Ihre eigenen Arbeiten hoch! Geld verdienen und iPhone X gewinnen. -
Laden Sie Ihre eigenen Arbeiten hoch! Geld verdienen und iPhone X gewinnen. -
Laden Sie Ihre eigenen Arbeiten hoch! Geld verdienen und iPhone X gewinnen.