Integral abutment bridges

被引:5
作者
Feldmann, Markus [1 ,2 ]
Pak, Daniel [1 ,2 ]
机构
[1] Rhein Westfal TH Aachen, Lehrstuhl Stahlbau & Leichtmet Bau, D-52074 Aachen, Germany
[2] Rhein Westfal TH Aachen, Inst Stahlbau & Leichtmet Bau, D-52074 Aachen, Germany
关键词
STEEL H-PILES;
D O I
10.1002/stab.200910106
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Integral abutment bridges. Within the design and construction of bridges, questions of sustainability maintenance and durability become more and more important for European road administrations in addition to safety and serviceability issues. Therefore integral abutment bridges turn out to become highly attractive to designers, constructors and road administrations. The main reason for this is that they tend to be less expensive to build, easier to maintain and more economical to own over their life time. This is principally due to the non-existence of bearings and joints, that are main sources of maintenance costs during life time. However in most European countries only few experience with integral bridges has been gained so far Thus road administrations often are reluctant in using types of bridges like this. Nowadays this lack is more and more filled. Therefore with further assessment the share of integral abutment bridges in the European bridge stock has the potential to increase significantly with the advantage of reduced maintenance costs.
引用
收藏
页码:907 / 915
页数:9
相关论文
共 27 条
[1]  
Abendroth RE., 2005, Field testing of integral abutments
[2]  
AROSY S, 2000, THESIS VIRGINIA POLY
[3]  
BERGER D, 2003, FUGENLOSES BAUEN SCH
[4]  
Braun A., 2006, BETON- STAHLBETONBAU, V101, P187, DOI DOI 10.1002/BEST.200600469
[5]  
*BUND VERK, 1999, BAU WOHN ALLG RUNDSC
[6]  
*BUND VERK, 2003, BAU WOHN ALLG RUNDSC
[7]  
CONNAL J, 2004, AUSTR 5 BRIDG C INT
[8]   Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments [J].
Dicleli, M ;
Albhaisi, SM .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2004, 60 (02) :161-182
[9]   Maximum length of integral bridges supported on steel H-piles driven in sand [J].
Dicleli, M ;
Eng, P ;
Albhaisi, SM .
ENGINEERING STRUCTURES, 2003, 25 (12) :1491-1504
[10]  
EN, 19902002 EN EUR COMM