Flexural behaviour of post-tensioned glass beams: Experimental and analytical study of three beam typologies

2021 ◽  
Vol 255 ◽  
pp. 112971
Author(s):  
Jagoda Cupać ◽  
Christian Louter ◽  
Alain Nussbaumer
Keyword(s):  
Analytical Study ◽  
Flexural Behaviour ◽  
Post Tensioned

scholarly journals Analytical Study of Fiber Reinforced Post Tensioned Slab

2020 ◽  
Vol V9 (05) ◽  
Author(s):  
Muthulingam. M ◽  
Suganya Devi ◽  
Keyword(s):  
Analytical Study ◽  
Fiber Reinforced ◽  
Post Tensioned

Analytical study of effect of web opening on flexural behaviour of hybrid beams

2019 ◽  
Vol 20 (4) ◽  
pp. 537-547 ◽  
Author(s):  
Samadhan G. Morkhade ◽  
Manisha Kshirsagar ◽  
Radhika Dange ◽  
Apurva Patil
Keyword(s):  
Analytical Study ◽  
Flexural Behaviour ◽  
Web Opening ◽  
Hybrid Beams

scholarly journals Analysis of RC Framed Post Tensioned Slab Structure to Evaluate the Performance of Floating Column with and without Shear Wall using ETABS

2021 ◽  
Vol 9 (VI) ◽  
pp. 5279-5286
Author(s):  
Ranjana Raj
Keyword(s):  
Analytical Study ◽  
Load Transfer ◽  
Poor Performance ◽  
Ground Level ◽  
Shear Wall ◽  
Typical Feature ◽  
Transfer Path ◽  
Story Building ◽  
Path Deviation ◽  
Post Tensioned

This research aims to develop analytical study of post tensioned slab with floating column. In present scenario buildings with floating columns are of typical feature within the fashionable multi storey construction practices in urban India. Such sorts of constructions are highly undesirable in building inbuilt seismically active areas. For this buildings are given floating columns at one or more storey. These floating columns are highly disadvantageous during a building inbuilt seismically active area. The earthquake forces that are developed at different floor levels during a building got to be carried down along the peak to the bottom by the shortest path. Deviation or discontinuity during this load transfer path leads to poor performance of the building. In this paper, analytical study of post tensioned slab to evaluate the performance of floating column at ground level or at alternative story for G + 10 story building without shear wall, shear wall at corner, shear wall at center, shear wall at external middle and combined shear wall are provided for regular building is taken for study. The response of building like storey drift, storey displacement and storey shear has been wont to evaluate the results obtained using ETABS software.

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