Conceptual Design of Hybrid Cable-Stayed Bridge with Central Span of 1000 m Using UHPC

Hyejin Yoon; Won Jong Chin; Hee Seok Kim; Moon Seoung Keum; Young Jin Kim

首页> 外文期刊>Engineering >Conceptual Design of Hybrid Cable-Stayed Bridge with Central Span of 1000 m Using UHPC

【24h】

Conceptual Design of Hybrid Cable-Stayed Bridge with Central Span of 1000 m Using UHPC

机译：使用UHPC的中心跨1000 m混合斜拉桥的概念设计。

获取原文

获取原文并翻译 | 示例

掌桥外文数据库（机构版） >>

开具论文收录证明 >>

文献代查 >>

页面导航

摘要
著录项
相似文献
相关主题

摘要

Ultra-high performance concrete (UHPC) is featured by a compressive strength 5 times higher than that of ordinary concrete and by a high durability owing to the control of the chloride penetration speed by its dense structure. The high strength characteristics of UHPC offer numerous advantages like the reduction of the quantities of cables and foundations by the design of a lightweight superstructure in the case of the long-span bridge preserving its structural performance through axial forces and structures governed by compression. This study conducted the conceptual design of a hybrid cable-stayed bridge with central span of 1000 m and exploiting 200 MPa-class UHPC. The economic efficiency of the conceptual design results of the hybrid cable-stayed bridge with central span of 1000 m and of Sutong Bridge, the longest cable-stayed bridge in the world, was analyzed.

机译：超高性能混凝土（UHPC）的抗压强度是普通混凝土的5倍，并且由于其致密结构控制氯化物的渗透速度，因此具有很高的耐久性。 UHPC的高强度特性具有许多优势，例如在大跨度桥梁的情况下通过设计轻型上部结构来减少电缆和地基的数量，从而通过轴向力和受压控制的结构来保持其结构性能。这项研究进行了中心跨距为1000 m并采用200 MPa级UHPC的混合斜拉桥的概念设计。分析了中心跨距为1000 m的混合斜拉桥和世界上最长的斜拉桥苏通大桥的概念设计结果的经济效率。

著录项

来源
《Engineering》 |2013年第9期|744-750|共7页
作者
Hyejin Yoon; Won Jong Chin; Hee Seok Kim; Moon Seoung Keum; Young Jin Kim;
展开▼
作者单位

Structural Engineering Research Division, Korea Institute of Construction Technology, Goyang, South Korea;

Structural Engineering Research Division, Korea Institute of Construction Technology, Goyang, South Korea;

Structural Engineering Research Division, Korea Institute of Construction Technology, Goyang, South Korea;

Structural Engineering Research Division, Korea Institute of Construction Technology, Goyang, South Korea;

Global Technology Cooperation Center, Korea Institute of Construction Technology, Goyang, South Korea;

展开▼
收录信息
原文格式 PDF
正文语种 eng
中图分类
关键词
Ultra-High Performance Concrete; UHPC; Cable-Stayed Bridge; 200 MPa-Class; Sutong Bridge;

机译：超高性能混凝土;UHPC;斜拉桥;200 MPa级;苏通大桥;

相似文献

外文文献
中文文献
专利

1. Conceptual Design of Hybrid Cable-Stayed Bridge with Central Span of 1000 m Using UHPC [J] . Hyejin Yoon, Won Jong Chin, Hee Seok Kim, Engineering . 2013,第9期

机译：使用UHPC的中心跨度为1000 m的混合斜拉桥概念设计。
2. Design and behavior of super-long span cable-stayed bridge with CFRP cables and UHPC members [J] . Ren Liang, Fang Zhi, Wan Kai Composites . 2019,第MAYa1期

机译：CFRP电缆和UHPC构件的超大跨度斜拉桥的设计与性能
3. Structural behaviour and design criteria of under-deck cable-stayed bridges and combined cable-stayed bridges--Part 1: Single-span bridges [J] . A.M. Ruiz-Teran, A.C. Aparicio Canadian Journal of Civil Engineering . 2008,第9期

机译：甲板下斜拉桥和组合斜拉桥的结构性能和设计标准第1部分：单跨桥
4. Seismic Conceptual Design for Bridge Tower of a Long-span Cable-stayed Bridge [C] . Ai-jun Ye, Shi-de Hu, Li-chu Fan PRC-US Workshop on Seismic Analysis and Design of Special Bridges . 2003

机译：长跨度斜拉桥桥梁的地震概念设计
5. Dynamic assessment of the long-span cable-stayed bridge and traffic system subjected to multiple hazards. [D] . Zhou, Yufen. 2016

机译：动态评估大跨度斜拉桥和交通系统受到多种危害。
6. Mechanical Behaviors and Fatigue Performances of Ballastless Tracks Laid on Long-Span Cable-Stayed Bridges with Different Arrangements [O] . Xingwang Sheng, Weiqi Zheng, Zhihui Zhu 2019

机译：布置不同的大跨度斜拉桥上无Ball轨道的力学行为和疲劳性能
7. Conceptual Design of Hybrid Cable-Stayed Bridge with Central Span of 1000 m Using UHPC [O] . Hyejin Yoon, Won Jong Chin, Hee Seok Kim, 2013

机译：使用UHPC的中心跨1000 m混合斜拉桥的概念设计。

Conceptual Design of Hybrid Cable-Stayed Bridge with Central Span of 1000 m Using UHPC

摘要

著录项

相似文献

相关主题

期刊订阅