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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

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Front Arch Civil Eng Chin    2011, Vol. 5 Issue (4) : 405-414    https://doi.org/10.1007/s11709-011-0136-4
REVIEW
Major bridge development in Hong Kong, China—past, present and future
Michael CH HUI(), Doris YAU
S15/F, Civil Engineering and Development Building, 101, Princess Margaret Road, Ho Man Tin, Kowloon, Hong Kong, China
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Abstract

The first “modern” type of vehicular bridge was built in Hong Kong China in the 1920s. The need for an efficient transportation system to cope with population growth and enable economic development has demanded the construction of more and more bridges since the middle of the 20th century. By 2007, Hong Kong had a total of about 1300 vehicular bridges. Four of these bridges, including the Tsing Ma Bridge, Kap Shui Mun Bridge, Ting Kau Bridge, and the cable-stayed bridge on the Hong Kong- Shenzhen Western Corridor, are considered to be major bridges supported by cables. Currently, the Stonecutters Bridge on Route No. 8 is under construction and is expected to be completed in late 2009. At the same time, the Hong Kong-Zhuhai-Macao Bridge will be in its detailed design stage soon. While efforts have been made by bridge builders to construct these giant structures, the upkeeping of these valuable assets at a high standard and ensuring their continuous functioning and performance during their intended lifespans will be another important task for bridge engineers. Wind and structural health monitoring system (WASHMS) will play a key role in this respect.

Keywords Tsing Ma Bridge      Kap Shui Mun Bridge      Ting Kau Bridge      Stonecutters Bridge      Hong Kong-Zhuhai-Macao Bridge      wind and structural health monitoring system (WASHMS)     
Corresponding Author(s): HUI Michael CH,Email:mchhui@graduate.hku.hk   
Issue Date: 05 December 2011
 Cite this article:   
Michael CH HUI,Doris YAU. Major bridge development in Hong Kong, China—past, present and future[J]. Front Arch Civil Eng Chin, 2011, 5(4): 405-414.
 URL:  
https://academic.hep.com.cn/fsce/EN/10.1007/s11709-011-0136-4
https://academic.hep.com.cn/fsce/EN/Y2011/V5/I4/405
Fig.1  Kwong Fuk Bridge in Tai Po
Fig.2  Elevation of the Tsing Ma Bridge
Fig.3  Hybrid arrangement of stiffening truss and box of the Tsing Ma Bridge
Fig.4  Elevation of the Kap Shui Mun Bridge
Fig.5  Steel/concrete double-composite box section of the Kap Shui Mun Bridge
Fig.6  Elevation of the Ting Kau Bridge
Fig.7  Erection of the deck of Ting Kau Bridge
Fig.8  Elevation of the Shenzhen Western Corridor Bridge
Fig.9  Erection of the 38 m wide and 4 m deep steel box girder
Fig.10  Elevation of the Stonecutters Bridge
Fig.11  Steel deck section of the Stonecutters Bridge
Fig.12  Anticipated flow pattern without and with guide vanes
Fig.13  Shuttle train inside the southern girder of the Stonecutters Bridge
Fig.14  Wind and structural health monitoring system of the Stonecutters Bridge
Fig.15  The Hong Kong-Zhuhai-Macao Bridge
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[1] Qi LI, You-lin XU, Yue ZHENG, An-xin GUO, Kai-yuen WONG, Yong XIA. SHM-based F-AHP bridge rating system with application to Tsing Ma Bridge[J]. Front Arch Civil Eng Chin, 2011, 5(4): 465-478.
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