【摘 要】
:
Current design code is mainly focusing on conventional bridge types with span length up to about 200m.Live load model in design code was also developed for
【机 构】
:
KyungHeeUniversity,Yongin,Korea
【出 处】
:
The 7th International Conference on Bridge Maintenance, Safe
论文部分内容阅读
Current design code is mainly focusing on conventional bridge types with span length up to about 200m.Live load model in design code was also developed for these bridges.However,in Korea,with development of western and southern coast area where many islands are located,many long span bridges are being built or planned.With the urgent need of design code for long span bridges,Design Guideline for Steel Cable Bridges was developed in 2005 but live load model was based on limited truck data.The purpose of this study is to develop rational design live load model for long span bridges with span length up to 2,000m.
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