2004Journal of Waterway and HarborRequires access

A More Reasonable Link-banked Structure of High-piled Wharf

Xie Dian-wu

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Abstract

Through analysis on the types and characteristics of damage of high-piled wharf due to earthquake,a more reasonable link-banked structure of high-piled wharf is proposed.The using of this structure can advance the wharf's (abilities) in anti-earthquake and application,and reduce the expense for maintenance.

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What this paper is about

Through analysis on the types and characteristics of damage of high-piled wharf due to earthquake,a more reasonable link-banked structure of high-piled wharf is proposed.The using of this structure can advance the wharf's (abilities) in anti-earthquake and application,and reduce the expense for maintenance.

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Available abstract

Through analysis on the types and characteristics of damage of high-piled wharf due to earthquake,a more reasonable link-banked structure of high-piled wharf is proposed.The using of this structure can advance the wharf's (abilities) in anti-earthquake and application,and reduce the expense for maintenance.

Key concepts: Wharf, Structural engineering, Engineering, Geotechnical engineering, Forensic engineering, Civil engineering, Geology

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