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wind loads on cable-stay bridge
does anyone know of a good reference for determining wind loads on a cable-stay bridge?
i designed a 150' long cable-stayed ped bridge a few years ago. we used aashto & asce "guidelines for the design of cable stayed bridges."
if you're designing a major bridge, you're going to need a wind tunnel analysis.
this bridge is for mainly pedestrian traffic, but has to be able to handle an emergency vehicle and/or maintenance truck load also.
i will check out the references you mentioned, maybe that will be adequate enough, thanks.
the asce reference is out of print and unavailable through amazon.com and through asce.
here's some info that might help.

thanks for your assistance. this was very helpful.
no problem
watch out for areodynamic/harmonic action - like the bridge in tocoma many years ago (late 1920's or 30's??)- cannot remember name (tacoma narrows??) but you see the film clip in all the engineering disaster series.

2009-09-16, 10:11 PM	#1
huangyhg 超级版主注册日期: 04-03 帖子: 18592 精华: 36 现金: 249466 标准币资产: 1080358888 标准币	wind loads on cable-stay bridge wind loads on cable-stay bridge does anyone know of a good reference for determining wind loads on a cable-stay bridge? i designed a 150' long cable-stayed ped bridge a few years ago. we used aashto & asce "guidelines for the design of cable stayed bridges." if you're designing a major bridge, you're going to need a wind tunnel analysis. this bridge is for mainly pedestrian traffic, but has to be able to handle an emergency vehicle and/or maintenance truck load also. i will check out the references you mentioned, maybe that will be adequate enough, thanks. the asce reference is out of print and unavailable through amazon.com and through asce. here's some info that might help. thanks for your assistance. this was very helpful. no problem watch out for areodynamic/harmonic action - like the bridge in tocoma many years ago (late 1920's or 30's??)- cannot remember name (tacoma narrows??) but you see the film clip in all the engineering disaster series. __________________ 借用达朗贝尔的名言：前进吧，你会得到信心! [url="http://www.dimcax.com"]几何尺寸与公差标准[/url]