2004Engineering MechanicsRequires access

INVESTIGATION OF CHARACTERISTIC PARAMETERS OF CABLE-STAYED BRIDGE WITH LOW TOWERS

Fengkui Liu

Open publisher page 2 citations

Abstract

According to the structural responses of two span cable-stayed bridge with a single tower under live load, a conception of 搕he influence degree of cable load effect?is put forward and used to quantitatively analyze real function of cables of cable-stayed bridge with low towers. A parameter, 搕he characteristic parameter of cable-stayed bridge with low towers?which can comprehensively reflect the structural and mechanical properties of cable-stayed bridge with low towers, is put forward. With the coherency of ?the influence degree of cable load effect?and 搕he characteristic parameter of cable-stayed bridge with low towers? the properties of cable-stayed bridge with low towers are quantitatively described. Valuable conclusions are drawn which are helpful for further understanding the properties of cable-stayed bridge with low towers.

About this research paper

What this paper is about

According to the structural responses of two span cable-stayed bridge with a single tower under live load, a conception of 搕he influence degree of cable load effect?is put forward and used to quantitatively analyze real function of cables of cable-stayed bridge with low towers. A parameter, 搕he characteristic parameter of cable-stayed bridge with low towers?which can comprehensively reflect the structural and mechanical properties of cable-stayed bridge with low towers, is put forward. With the coherency of ?the influence degree of cable load effect?and 搕he characteristic parameter of cable-stayed bridge with low towers? the properties of cable-stayed bridge with low towers are quantitatively described. Valuable conclusions are drawn which are helpful for further understanding the properties of cable-stayed bridge with low towers.

Why it matters

OpenAlex reports 2 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

According to the structural responses of two span cable-stayed bridge with a single tower under live load, a conception of 搕he influence degree of cable load effect?is put forward and used to quantitatively analyze real function of cables of cable-stayed bridge with low towers. A parameter, 搕he characteristic parameter of cable-stayed bridge with low towers?which can comprehensively reflect the structural and mechanical properties of cable-stayed bridge with low towers, is put forward. With the coherency of ?the influence degree of cable load effect?and 搕he characteristic parameter of cable-stayed bridge with low towers? the properties of cable-stayed bridge with low towers are quantitatively described. Valuable conclusions are drawn which are helpful for further understanding the properties of cable-stayed bridge with low towers.

Key concepts: Tower, Bridge (graph theory), Structural engineering, Span (engineering), Engineering, Pylon, Internal medicine, Medicine

Related papers

Back to paper searchBrowse research topicsOriginal source
INVESTIGATION OF CHARACTERISTIC PARAMETERS OF CABLE-STAYED BRIDGE WITH LOW TOWERS — Research Paper | ScholarLens