Sustainable design for steel-concrete bridges

被引:0
|
作者
Hauf, G. [1 ]
Maier, P. [1 ]
Kuhlmann, U. [1 ]
机构
[1] Univ Stuttgart, Inst Struct Design, Stuttgart, Germany
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
As bridges are of vital importance in the worldwide infrastructure network and significant in economy, the request for sustainable structures is urgent. Sustainability of bridges means lifecycle design, but lifecycle design over a span of more than 100 years. So in contrast to sustainability issues for buildings the durability and the flexibility to adapt to changed conditions and increased traffic volume play a crucial role for the assessment of the overall lifecycle performance (LCP) of bridges. The main reasons for traffic jams are: besides of high traffic density accidents and roadwork. In order to avoid or reduce traffic jams accidents should be minimised and roadwork reduced e.g. by reducing the time of erection and repair or by improving durability. However these aspects are usually not reflected by construction costs. And decisions on bridges are usually only based on minimum construction costs. Therefore the Hessian Road and Traffic Administration ordered an expertise to assess the cost-effectiveness of steel-concrete composite bridges, particularly with regard to the construction method, see Kuhlmann et al. (2006). The task of the project was to investigate evaluation methods for cost-efficiency analyses and to show how far these consider "costs" in a more holistic way, considering e.g. construction costs, maintenance costs, costs for renovation and reconstruction (including demolition), costs of construction duration including the consequences and effects on traffic etc. By these calculations a first step has been realized to assess bridges structures in view of lifetime costs as well as other non-monetary aspects. This path will be continued in future research initiatives.
引用
收藏
页码:3243 / 3250
页数:8
相关论文
共 50 条
  • [21] Precast deck systems for steel-concrete composite bridges
    Gordon, S. R.
    May, I. M.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2007, 160 (01) : 25 - 35
  • [22] Removable shear connector for steel-concrete composite bridges
    Suwaed, Ahmed S. H.
    Karavasilis, Theodore L.
    STEEL AND COMPOSITE STRUCTURES, 2018, 29 (01): : 107 - 123
  • [23] An innovative steel-concrete joint for integral abutment bridges
    Briseghella, Bruno
    Zordan, Tobia
    JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING-ENGLISH EDITION, 2015, 2 (04) : 209 - 222
  • [24] Numerical simulation and analysis of composite steel-concrete bridges
    Wu, J.
    Frangopol, D. M.
    Soliman, M.
    Luo, X. Q.
    Zhang, Q. L.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2014, : 1465 - 1471
  • [25] Investigation of a new steel-concrete connection for composite bridges
    Papastergiou, Dimitrios
    Lebet, Jean-Paul
    STEEL AND COMPOSITE STRUCTURES, 2014, 17 (05): : 573 - 599
  • [26] New steel-concrete connection for prefabricated composite bridges
    Papastergiou, Dimitrios
    Lebet, Jean-Paul
    STAHLBAU, 2011, 80 (12) : 894 - 903
  • [27] Simulating the construction process of steel-concrete composite bridges
    Wu, Jie
    Frangopol, Dan M.
    Soliman, Mohamed
    STEEL AND COMPOSITE STRUCTURES, 2015, 18 (05): : 1239 - 1258
  • [28] Life cycle management of steel-concrete composite bridges
    Cheung, M. M. S.
    So, K. K. L.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2014, : 82 - 94
  • [29] An innovative steel-concrete joint for integral abutment bridges
    Bruno Briseghella
    Tobia Zordan
    Journal of Traffic and Transportation Engineering(English Edition) , 2015, (04) : 209 - 222
  • [30] Understanding the cyclic performance of composite steel-concrete connections on steel bridges
    Rahnavard, Rohola
    Rebelo, Carlos
    Craveiro, Helder D.
    Napolitano, Rebecca
    ENGINEERING STRUCTURES, 2020, 224