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Comparative analysis of cast-in-place post-tensioned and steel-concrete composite bridge bent caps

Nur Yazdani Francisco D.B.Ruiz

现代交通学报（英文版）2017，Vol.25Issue(3)：194-204,11.

现代交通学报（英文版）2017，Vol.25Issue(3)：194-204,11.DOI:10.1007/s40534-017-0136-8

Comparative analysis of cast-in-place post-tensioned and steel-concrete composite bridge bent caps

Nur Yazdani ¹Francisco D.B.Ruiz²

作者信息

1. Department of Civil Engineering, University of Texas at Arlington, Arlington, TX 76019, USA
2. Structural Engineer, Ferrovial-Agroman, Dallas, TX 75211,USA
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摘要

关键词

Bridge pier cap/Bridge bent/Post-tensioned structure/Steel-concrete cap/Cost estimation/Construction schedule/Traffic closing cost

Key words

Bridge pier cap/Bridge bent/Post-tensioned structure/Steel-concrete cap/Cost estimation/Construction schedule/Traffic closing cost

引用本文复制引用

Nur Yazdani,Francisco D.B.Ruiz..Comparative analysis of cast-in-place post-tensioned and steel-concrete composite bridge bent caps[J].现代交通学报（英文版）,2017,25(3):194-204,11.

基金项目

Ferrovial-Agroman,Inc.is gratefully acknowledged herein for allowing the use of various data from the LBJ Project in the development of this paper. （）

现代交通学报（英文版）

ISSN：2662-4745

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