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Sequence Analysis In Construction

1484 Words6 Pages

3.1 INTRODUCTION
The design of structures should satisfy these basic requirements stability, strength, and serviceability. The Structure is most susceptible to failure during construction. There is an assumption that in reality simultaneously applying load are not valid in a real construction sequence because a building is constructed floor by floor and dead load acts sequentially. To obtain the stability of incomplete structure sequential application of load must have considered. Hence, Construction sequence analysis is best suitable.

3.2 SURVEY OF RESEARCH
1. S.C. Chakrabathi et al in 1978 inspected that, a model of the sequence of construction has been assumed and two multi-storeyed building frames of different configuration have been …show more content…

With increasing slenderness, the necessity to perform sequential analysis considering P-Delta effects, material characteristics and nonlinear of behavior of the structures become a significant issue. Moments and shear in supporting beam are higher in the sequential analysis which must be considered during manual or computer aided design in the design phase for avoiding cracking of beam and column due to sequence effects. Axial load may found lower after consideration of sequential effects but it should not be considered as to reach final stage each preliminary stage must be fulfilled and structures have to be designed strongly for each and every stage, not the final one only. Analysis outcomes significantly change to worst side under construction sequential analysis from the linear static analysis so to build a high-rise which involves a construction of many floors and with longer time of construction sequential effects is obligatory to be …show more content…

Three dimensional modeling for 30 story building of concrete and steel is done and the analysis results are taken for the same. Both RCC and steel structures have rigid frames. For the seismic analysis zone factor for zone IV and hard soil type is considered according to IS: 1893 (part1)-2002. Therefore, the analysis result helps to comprehend the structural responses against load variations for linear static analysis, time-dependent and sequential analysis. Finally, a relative study of shear forces, bending moments and displacements was done at every story for conventional model and construction sequence model for two construction materials RCC and steel respectively using the finite element analysis software

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