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《EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION》 1998-02
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OPTIMUM ASEISMIC STRENGTH STRATEGY FIR EXISTING CIVIL INFRASTRASTRUCTURE NETWORK SYSTEM

Chen Yanyan Wang Dongwei Wang Guangyuan (Harbin University of Architecture and Civil Engineering, Harbin 150008, China)  
For the existing Civil Infrastructure Netwnrk System, under the idea of global optimum design, the optimum ascismic strength strategy is discussed by taking unit reliability as controi parameter. Through building and solving the strength optimum math model , the strength mode and level can be decided.
【Fund】: 国家自然基金重大课题
【CateGory Index】: P315.985
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【Co-references】
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