P-DELTA EFFECT ON MULTI- STOREY BUILDINGS

@inproceedings{Pattar2017PDELTAEO,
  title={P-DELTA EFFECT ON MULTI- STOREY BUILDINGS},
  author={A. Pattar and S. M. Muranal},
  year={2017}
}
1 Citations
A Study on the Effect of Second Order Geometric Nonlinearity for Asymmetrical Building
In this new millennium land acquisition is more of a relentless task in every place. With the booming population across the world, the next best option is to opt for vertical expansion which is much

References

SHOWING 1-7 OF 7 REFERENCES
P- Delta Effect in Reinforced Concrete Structures of Rigid joint
Popularity of High-Rise structures of rigid joint frame system are incresing day by day to accommodate growing people in metropoliton city and to construct the structures without any special
Variation of Deflection of Steel High-Rise Structure Due to P- Delta Effect considering Global Slenderness Ratio
This paper evaluates deflection of the steel high rise structure due to the P-Delta effect considering the global slenderness of the whole structure. For easy and quick design only Linear Static
Analysis of Masonry Infill in a Multi-Storied Building
In many literatures, studies show that infill’s modify the behavior of framed structures under lateral loads; the contribution of panels is generally neglected in common structural analyses. The
BEHAVIOUR OF REINFORCED CONCRETE FRAME WITH IN-FILL WALLS UNDER SEISMIC LOADS USING ETABS
Reinforced concrete framed buildings with in-fills are usually analyzed as bare frame, without considering the strength and stiffness contributions of the in-fills. However during wind and earthquake
ANALYSIS OF RC FRAME WITH AND WITHOUT MASONRY INFILL WALL WITH DIFFERENT STIFFNESS WITH OUTER CENTRAL OPENING
In reinforced concrete frame building, masonry wall are generally used in as infills and specified by architects as partitions in such a way that they do not contribute to the vertical gravity
Analysis for P−Δ effects in seismic response of buildings
Abstract A matrix formulation to account for P − Δ effects in computer seismic analysis of multistory buildings is presented. The method employs a linear solution approach requiring no iteration and
A direct P-delta analysis using standard plane frame computer programs
TLDR
A simple technique is proposed that enables a direct second order analysis to be performed by means of first order plane frame computer programs to evaluate the effect of sway on elastic-plastic frames.