Sentence examples for span truss from inspiring English sources
The 42.81-metre 42.81-metrefootbridge, made only of Ultra-High-Performance Fiber-Reinforced Concrete, haspanplaced a previous strussdesign with similar production costs and weight, and also with improved durability and footbridgetenance costs.
The load requirement of a 25 m span truss girder GFRP bridge with the proposed friction-riveted connections was calculated by finite element analysis, leading to a number of 162 necessary M5 rivets for the joints with maximum axial forces of 760 kN.
The main objective of this study is to present the reliability estimation studies for the main truss components as well as the entire structural system of a long span truss bridge which is the longest in its category in the USA.
Moreover, a number of general principles on data analyses and interpretation of the numerical results are discussed whilst specific failure criteria for the long span trusses in terms of various stress and deformation levels in members and in supports are also proposed.
The current bridge is the third at the same site; in 1845 "Prescott's Crossing" was built as a timber beam bridge, 1860 saw it replaced with a four span, trussed timber bridge and 5 December 1885 with a 126 feet long, 34 feet wide truss arch bridge.
One of the best long-span truss designs was developed by Theodore Burr, of Torrington, Connecticut, and based on a drawing by Palladio; a truss strengthened by an arch, it set a new pattern for covered bridges in the United States.
The stability analysis of long-span truss is important in a structure design.
A large-span truss girder bridge is adopted as prototype to validate the approach.
The study considers the design of large-span truss structures mimicking real-world application of metaheuristics in the design of civil engineering infrastructures.
In seismic retrofit of a long-span truss bridge in Japan, a new retrofit scheme was applied in which the existing bearings of the bridge were replaced by a new floor deck isolation system.
The validity of the proposed method is demonstrated by a numerical simulation study on a two-span truss bridge and by an experimental laboratory study on a three-story shear building model.
