2015Jianzhu jishuRequires access

DESIGN OF 180 m STIFFENED SKELETON CONCRETE ARCH BRIDGE OF QIJIADU YELLOW RIVER BRIDGE OF LANZHOU-HEZUO RAILWAY

Yi Chen

Open publisher page 0 citations

Abstract

Considering the geological conditions and navigable requirements of Qijiadu Yellow River Bridge of Lanzhou-Hezuo Railway Bridge location, deck-type stiffened skeleton concrete arch bridge whose main span is 180 m long was adopted. After careful research on the arch axis coefficient of the bridge, structural dimension and main construction procedure of the main bridge were described in details. Midas software was used to build the finite element model for calculation and analysis. The analysis result showed that the design requirements are well satisfied.

About this research paper

What this paper is about

Considering the geological conditions and navigable requirements of Qijiadu Yellow River Bridge of Lanzhou-Hezuo Railway Bridge location, deck-type stiffened skeleton concrete arch bridge whose main span is 180 m long was adopted. After careful research on the arch axis coefficient of the bridge, structural dimension and main construction procedure of the main bridge were described in details. Midas software was used to build the finite element model for calculation and analysis. The analysis result showed that the design requirements are well satisfied.

Why it matters

A significance statement is not available in the OpenAlex record.

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

Considering the geological conditions and navigable requirements of Qijiadu Yellow River Bridge of Lanzhou-Hezuo Railway Bridge location, deck-type stiffened skeleton concrete arch bridge whose main span is 180 m long was adopted. After careful research on the arch axis coefficient of the bridge, structural dimension and main construction procedure of the main bridge were described in details. Midas software was used to build the finite element model for calculation and analysis. The analysis result showed that the design requirements are well satisfied.

Key concepts: Bridge (graph theory), Structural engineering, Arch, Arch bridge, Span (engineering), Engineering, Beam bridge, Finite element method

Related papers

Back to paper searchBrowse research topicsOriginal source
DESIGN OF 180 m STIFFENED SKELETON CONCRETE ARCH BRIDGE OF QIJIADU YELLOW RIVER BRIDGE OF LANZHOU-HEZUO RAILWAY — Research Paper | ScholarLens