Authors :
Neha Thakare; Dr. B. H. Shinde
Volume/Issue :
Volume 6 - 2021, Issue 7 - July
Google Scholar :
http://bitly.ws/9nMw
Scribd :
https://bit.ly/3xppf2v
Abstract :
The difference between conventional outer
brake frame structures and current diagrid structures is
that for diagrid structures, almost all conventional
vertical columns are removed. Elimination of vertical
columns is possible because diagonal elements in diagrid
structural systems can carry gravitational loads as well as
lateral forces, while diagonals in conventional elastic
frame structures carry only lateral loads. The most
normal and popular material in the process of building
diagrids is steel. The incisions commonly used are
rectangular, rounded and wide flanges. The weight and
size of the sections are made to withstand high bending
loads.
Keywords :
Diagrid, Multistorey Building, Lateral Displacement And Storey Drif
The difference between conventional outer
brake frame structures and current diagrid structures is
that for diagrid structures, almost all conventional
vertical columns are removed. Elimination of vertical
columns is possible because diagonal elements in diagrid
structural systems can carry gravitational loads as well as
lateral forces, while diagonals in conventional elastic
frame structures carry only lateral loads. The most
normal and popular material in the process of building
diagrids is steel. The incisions commonly used are
rectangular, rounded and wide flanges. The weight and
size of the sections are made to withstand high bending
loads.
Keywords :
Diagrid, Multistorey Building, Lateral Displacement And Storey Drif