Static Seismic with IS1893 - pt.7: Time period for Walls (ST 4,5) || RC, URM Infill Wall || cl.7.6.2 скачать в хорошем качестве

Static Seismic with IS1893 - pt.7: Time period for Walls (ST 4,5) || RC, URM Infill Wall || cl.7.6.2

In this video, I will discuss about time period calculation for buildings with reinforced concrete and URM infill wall and how to define these wall information in STAAD in different direction. When a reinforced concrete or masonry wall is considered for analysis, stiffness and load path is modified which eventually change the time period of the structure. How we can consider the wall stiffness using few additional input, that I will cover in detail. For analysis and design of any structure (concrete, steel or composite) which is in low or high seismic prone area, we need to perform a detailed seismic analysis and based on the analysis results, go for member/connection design. Static seismic analysis is one of the easiest method of earthquake force consideration but it is not only limited to that. For dynamic analysis and seismic detailing, we need static seismic inputs. Previous Part-- Part 6: Structure Type (ST) & Time Period || Bare MRF building, RC walls --    • Static Seismic with IS1893 - pt.6: Structu...   Next Part -- Coming soon.... For more details on Seismic analysis, check this video --    • Modelling for Seismic Analysis in STAAD ||...   Also check this playlist --    • Seismic Analysis with STAAD   ******************************************************************** Define Seismic Weight/Mass Model for Static Seismic & Dynamic Analysis || IS1893: 2016 || ASCE 7--    • Define Seismic Weight/Mass Model for Stati...   STAAD Advanced Concrete Designer --    • Advanced Concrete Designer   Steel Structure Optimization with STAAD --    • Steel Structure Optimization with STAAD   Modelling Analysis and Design of PEB Structure --    • Modelling Analysis and Design of PEB Struc...