In this paper. the nonlinear mechanical response of elastic cable structures under mechanical load is studied based on the discrete catenary theory. A cable net is discretized into multiple nodes and edges in our numerical approach. which is followed by an analytical formulation of the elastic energy and the associated Hessian matrix to realize the dynamic simulation. https://www.countryscenesaddleryandpetsuppliers.shop/product-category/6310-gladewater-show-saddle/