SAP2000 Seismic analysis & Design

The video contains basic introduction of different kind of analysis using SAP2000. Response spectrum analysis and time-history analysis is also briefly introduced.
It is advised to watch it in 1.25 speed.

[@KamleshPatil-k1k]

Consider a four-storey reinforced concrete office building shown in Fig. 1.1. The building is located in Shillong (seismic zone V). The soil conditions are medium stiff and the entire building is supported on a raft foundation. The R. C. frames are infilled with brick-masonry. The lumped weight due to dead loads is 12 kN/m2 on floors and 10 kN/m2 on the roof. The floors are to cater for a live load of 4 kN/m2 on floors and 1.5 kN/m2 on the roof. Determine design seismic load on the structure as per new code. [Problem adopted from Jain S.K, “A Proposed Draft for IS:1893 Provisions on Seismic Design of Buildings; Part II: Commentary and Examples”, Journal of Structural Engineering, Vol.22, No.2, July 1995, pp.73-90 ] sir can you give response spectrum analysis using sap2000 of above problem statement

[@dhirajahiwale569]

Respecetd Sir, As we know that, the vertical response spectra is not given in the IS 1893:2016 Part-1 and the code suggested that vertical ground motion should be considered ad 2/3 of horizontal ground motion. 1) So, can we scaled down vertical ground motion time history as 2/3 of horizontal response spectra? OR 2) Can we scaled down vertical ground motion time history as only horizontal response spectra? Out of two which option should be selected?

[@gurhanatalay]

Hello sir, Im using SAP2000 for structural analysis. In response spectrum case, stress values on shell elements are seen as 0. When I define static seismic case with the values that produces same base shear, static case gives stress on shell elements but response spectrum case still not. How can I fix that? Is there any suggestion? Thanks in advance.

[@abdullahaiman174]

Sir i ned to do dissertation on topic " To study the effect of seismic loads on concrete silos". Please guide me and tell me how to do this seismic analysis on sap 2000

[@shivendrasingh6858]

Sir how to apply hydrostatic water pressure in elevated water tank in SAP 2000 ?

[@shivendrasingh6858]

Hydrodynamic***

[@shilpacv10]

Sir, how to find storey drift in sap

[@ravikanthsri-]

Generalized displacement section

[@Ranbirajay]

Sir how to contact you or read your papers

[@ravikanth5936]

www.researchgate.net/profile/Ravi-Sriwastav

[@Ranbirajay]

@@ravikanth5936 thankyou sir