Sentence examples for deck erection from inspiring English sources

The sequences of pylons to midspan and the non-symmetrical deck erection are confirmed analytically to be aerodynamically favorable for the deck erection of long-span suspension bridges, particularly at early erection stages.

It is influenced by the deck erection sequence and the nonlinear effects of wind-structure interactions.

An aeroelastic model of a suspension bridge at its deck erection stages was wind tunnel tested.

It is possible to use non-symmetric deck configurations as a stabilizing measure during the deck erection.

Particular emphasis is placed on the early stages of the deck erection process when the bridge is particularly vulnerable to flutter.

Aerodynamic instabilities of super long-span bridges have always been the essential issue in design and construction, especially during the deck erection process.

Necessary working drawings include the lines plan and detailed plans of the steel structure shell plating, decks, erections, bulkheads, and framing as well as accommodation spaces, plumbing, piping, and electrical installations, and main and auxiliary machinery layout.

During the erection and construction stages before a concrete deck is available to form a closed section, these girders are weak in torsion and susceptible to warping.

During the erection of long-span steel truss bridges, the bridge decks and the steel truss girders are commonly constructed simultaneously in order to shorten the construction period, leading to wind suction effect on the decks when wind strikes.

The yawing moment acting on the box-girder deck of reinforced concrete bridges constructed using the balanced cantilever method during the erection stage has been experimentally analyzed by testing different types of bridge cross-sections.

An interesting observation was that the bridge was found to be more stable when the suspended deck was extended in a non-symmetric manner as opposed to the traditional symmetric erection schedule.