Dhaval Shinde

6 Questions 9 Answers 0 Followers

Questions related from Dhaval Shinde

How is Nominal Long term axial load on columns defined for base isolations?

I am designing a building with base isolation and selecting a lead rubber isolator to match the axial loads. one of the criteria is nominal long term axial loads what loads and its factors are...

30 May 2019 464 4 View

How to calculate the vetical load carring capacity of the isolator?

I am designing a 15 storey RCC building in ETABS. i am modelling Lead rubber bearing of stiffness required to match my idea responce. how should i determine weather my bearing is capable of...

30 May 2019 7,980 5 View

How should i select a base isolator for 15 storey RCC building ?

I am modelling a 15 storey RCC building in ETABS. I want to base isolate my building with lead rubber bearing. I got a manual with list of isolators and properties. How to decide which isolator...

29 May 2019 9,428 5 View

How to model slab section for pushover analysis in SAP2000 ?

I am performing pushover analysis on a RCC building in SAP2000. Whenevr I model Slabs as thin-shells, beams connected to them exhibit a brittle behaviour and fail directly after the yield point....

30 April 2019 4,312 5 View

What is the reason for Hinge dropping its load carring capacity during Pushover Analysis in SAP2000 ?

I am performing pushover analysis using manual Hinges. my hinge results for many beams and a few columns are dropping down its load carrying capacity after point B of the moment curvature...

27 March 2019 1,178 4 View

What would be the reason for a 5 Storey RCC building not getting pushed up to the target displacement nor the hinges are yielded beyond IO?

i am performing pushover analysis using SAP2000, on a 5 storey RCC building, which is designed for gravity loads. I am facing a problem during the analysis, the building is not getting pushed till...

24 March 2019 2,287 13 View