Key parameters and form-finding of an innovative prefabricated steel bridge

Author:

Chi Pei1,Dai Zhebin1,Dong Jun1

Affiliation:

1. Nanjing Tech University

Abstract

Accelerated bridge construction is desired in urban areas or after natural disasters, thus, it has drawn the attention of the bridge community and transportation agencies worldwide. It has lead to the advancement of accelerated construction techniques using prefabricated bridge elements. In this paper, an innovative self-balanced bridge structure consisting of assembly truss units, flexible cables, and struts is proposed. All components of this truss string structure are fabricated in the precast plant before being shipped to the construction site, therefore reducing the amount of labor and time on-site significantly. The mechanical performance of this structure is studied with three-dimensional finite-element method under the influence of key parameters such as the number of struts, the distance between struts, sag-span ratio, and initial pretension. Parametric analysis of 6 pedestrian bridge models with typical span shows that the optimized structure form reduces steel consumption by up to 59.4% compared to regular truss structures.

Publisher

Riga Technical University

Subject

Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Rapid-Construction Technique for Bridge Abutments Using Controlled Low-Strength Materials

2. CJJ 69-95. Technical Specifications of Urban Pedestrian Overcrossing and Underpass. Chinese Code, Beijing, China. (in Chinese).

3. GB 50018-2002. Technical Code of Cold-Formed Thin-Wall Steel Structures. Chinese Code, Beijing, China. (in Chinese).

4. Prefabricated Bridge Construction across Europe and America

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3