Experimental Analysis: Cable Stayed Bridge

  • Dr. Ashtashil V. Bhambulkar, Honey Gaur, Abhishek Kumar Singh


During the beyond decade cable-stayed bridges have discovered extensive software, particularly in Western Europe, and to a lesser volume in different components of the world. The renewal of cable stayed bridge device in contemporary-day bridge engineering turned into because of the tendency of bridge engineers in Europe, generally Germany, to acquire choicest structural overall performance from fabric which turned into in brief deliver in the course of the post-battle years. When a shape is subjected to outside masses, the corresponding structural reaction might also additionally show off fabric nonlinearity to a sure volume. However, in maximum structural analyses for layout purposes, systems behave nearly linearly supplied that the member stresses stay in the limits of layout codes. Material nonlinearity as a consequence is hardly ever taken into consideration in practice. MIDAS/Civil is formulated on the premise of linear evaluation, however it's also able to wearing out geometric nonlinear analyses. It implements nonlinear factors (anxiety or compression-best), P-Delta and huge displacement analyses, etc

How to Cite
Dr. Ashtashil V. Bhambulkar, Honey Gaur, Abhishek Kumar Singh. (2022). Experimental Analysis: Cable Stayed Bridge. Design Engineering, (1), 1681-1685. Retrieved from http://thedesignengineering.com/index.php/DE/article/view/9111