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seismic cat a exception
just want to make sure i'm reading this right.
asce7-05 section 11.4.1 allows use of design category a for locations where s1 and ss are less than 0.04 and 0.15 respectively regardless of the site classification.
others have questioned the use of this exception for site classes other than b since that is what the spectral response accelerations figures are based on.
any thoughts are appreciated.
so pretty much florida? maybe so. maybe other things are driving the design much more.
i'd have to see the specific wording since i don't re
i always take advantage of this exception for such low seismic regions. it does not matter what the site class is for the project when the response spectral accelerations are so low.
checked it today...it does look like it's giving the okay for very low seismic areas like florida as long as you follow the other guidelines described later in that section for sdc a. essentially, wind is a much bigger force to deal with living in places like florida and things like liquefaction are addressed as geotechnical issues. more or less, if there's no seismic forces acting on the structure, then it should have a pretty good sdc...at least that's my interpretation.

2009-09-15, 08:37 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	seismic cat a exception seismic cat a exception just want to make sure i'm reading this right. asce7-05 section 11.4.1 allows use of design category a for locations where s1 and ss are less than 0.04 and 0.15 respectively regardless of the site classification. others have questioned the use of this exception for site classes other than b since that is what the spectral response accelerations figures are based on. any thoughts are appreciated. so pretty much florida? maybe so. maybe other things are driving the design much more. i'd have to see the specific wording since i don't re i always take advantage of this exception for such low seismic regions. it does not matter what the site class is for the project when the response spectral accelerations are so low. checked it today...it does look like it's giving the okay for very low seismic areas like florida as long as you follow the other guidelines described later in that section for sdc a. essentially, wind is a much bigger force to deal with living in places like florida and things like liquefaction are addressed as geotechnical issues. more or less, if there's no seismic forces acting on the structure, then it should have a pretty good sdc...at least that's my interpretation. __________________ 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]