Concept and requirements of sustainable development in bridge engineering

Yaojun GE, Haifan XIANG

PDF(780 KB)
PDF(780 KB)
Front. Struct. Civ. Eng. ›› 2011, Vol. 5 ›› Issue (4) : 432-450. DOI: 10.1007/s11709-011-0126-6
RESEARCH ARTICLE
RESEARCH ARTICLE

Concept and requirements of sustainable development in bridge engineering

Author information +
History +

Abstract

The concept of sustainability is described in this paper using a single sustainable principle, two goals of sustainable development, three dimensions of sustainable engineering, four sustainable requirements and five phases of sustainable construction. Four sustainable requirements and their practice in China are discussed in particular. The safe reliability of bridges is first compared with the events of bridge failure in China and in the rest of the world and followed by structural durability, including the cracking of concrete cable-stayed bridges, deflection of concrete girder bridges and fatigue cracks of orthotropic steel decks. With respect to functional adaptability, lateral wind action on vehicles and its improvement are introduced regarding a sea-crossing bridge located in a typhoon-prone area. The Chinese practice of using two double main span suspension bridges and a twin parallel deck cable-stayed bridge is presented in discussing the final sustainable requirement: capacity extensibility.

Keywords

sustainable engineering / safe reliability / structural durability / functional adaptability / capacity extensibility

Cite this article

Download citation ▾
Yaojun GE, Haifan XIANG. Concept and requirements of sustainable development in bridge engineering. Front Arch Civil Eng Chin, 2011, 5(4): 432‒450 https://doi.org/10.1007/s11709-011-0126-6

References

[1]
Meadows D. Grenzen des Wachstums (Limits of Growth)—Bericht an den Club of Rome zur Lage der Menschheit. Stuttgart: Deutsche Verlags-Anstalt, 1972
[2]
Weltkommission für Umwelt und Entwicklung: Unsere gemeinsame Zukunft, Brundtland-Bericht (World Commission on Environment and Development: Our Common Future, Brundtland-Report). Greven: Eggenkamp Verlag, 1987
[3]
Schmidheiny S. Kurswechsel—Globale Unternehmerische Perspektiven für Entwicklung und Umwelt. München: Artemis Verlags GmbH, 1992
[4]
Nakamura S I. Sustainable engineering—putting it into practice: an introduction. Structural Engineering International, 2004, 14(3): 176-180
CrossRef Google scholar
[5]
Maydl P. Sustainable engineering: state-of-the-art and prospects. Structural Engineering International, 2004, 14(3): 176-180
CrossRef Google scholar
[6]
Harik I E, Shaaban A M, Gesund H, Valli G Y S, Wang S T. United States bridge failures, 1951-1988. Journal of Performance of Constructed Facilities, 1990, 4(4): 272-277
CrossRef Google scholar
[7]
Wardhana K, Hadipriono F C. Analysis of recent bridge failures in the United States. Journal of Performance of Constructed Facilities, 2003, 17(3): 144-150
CrossRef Google scholar
[8]
Li X F. Crack Distribution of Main Girder in PC Cable-Stayed Bridges and Case Study. Master Thesis. Shanghai: Tongji University, 2009 (in Chinese)
[9]
Chen W Z, Health Check and Technical Evaluation of Jinan Yellow River Bridge. Technical Report of Department of Bridge Engineering. Shanghai: Tongji University, 2008 (in Chinese)
[10]
Ge Y J, Xiang H F. Bridging capacity innovations on Cable-Supported Bridges. In: Proceedings of the 4th International Conference on Bridge Maintenance, Safety and Management. Seoul, Korea, 2008, 53-62
[11]
Ge Y J, Cao F C. Study on Safety and Mitigation of Lateral Wind Action on Vehicles on Jintang Bridge. Technical Report of State Key Laboratory for Disaster Reduction in Civil Engineering (WT200834). 2008 (in Chinese)
[12]
Anhui Provincial Highway Design Institute and China Major Bridge Reconnaissance and Design Institute. Documents of Preliminary Design of Anhui Maanshan Bridge, Shanghai, 2008 (in Chinese).
[13]
Ge Y J, Study on Aerodynamic Performance of Anhui Maanshan Bridge (for preliminary design stage). Technical Report of State Key Laboratory for Disaster Reduction in Civil Engineering (WT200802). Shanghai, 2008 (in Chinese)
[14]
Ge Y J, Xiang H F. Great demand and great challenge—Chinese major bridges under construction for improving traffic infrastructure nationwide. In: Proceedings of the IABSE Symposium on Improving Infrastructure Worldwide. Weimar, Germany, 2007, 6-9
[15]
Jiangsu Provincial Highway Planning and Design Institute. China Major Bridge Reconnaissance and Design Institute and Architecture Design and Research Institute of Tongji University. Research Report of Structural Analysis of Jiangsu Taizhou Bridge. 2007 (in Chinese)
[16]
Zhejiang Provincial Highway Planning and Design Institute. Documents of Preliminary Design of Ningbo Yongjiang Bridge. 2007 (in Chinese)
[17]
Ge Y J, Study on Aerodynamic Performance of Ningbo Yongjiang Bridge (for preliminary design stage). Technical Report of State Key Laboratory for Disaster Reduction in Civil Engineering (WT200601). Shanghai, 2007 (in Chinese)

Acknowledgments

The work described in this paper is partially supported by the Natural Science Foundation of China (Grant Nos. 90715039 and 51021140005) and by the Ministry of Science and Technology of China (Grant Nos. 2006AA11Z108 and 2008BAG07B02).

RIGHTS & PERMISSIONS

2014 Higher Education Press and Springer-Verlag Berlin Heidelberg
AI Summary AI Mindmap
PDF(780 KB)

Accesses

Citations

Detail

Sections
Recommended

/