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seismic loading estimations
i have looked at bs en 1998 (eurocode 8) and it seems rather complicated. the job is in the uk (as you probably would of guessed) and it's just a simple filter support. (see attached)
there's software to generate earthquake aleatory spectrums targeted to a earthquake level (richter?) happening at a input distance. i think something like that i have from the dos era and its name was ... eqpack or so? (will try to locate and confirm) obviously not coming from local data it can only be approximately good. even worse, site soil earthquake properties may make the normative earthquake forces to vary wildly.
so except the support includes bracing that makes it overly conservative an approach without the required data may not work.
ishvaaag many thanks for your response. i thought as much. thank you for your input anyway, i think i will have to put it to the client that if they want a response to the issue they will have to pay for a proper geo investigation.
pst

2009-09-15, 08:57 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 loading estimations seismic loading estimations i have looked at bs en 1998 (eurocode 8) and it seems rather complicated. the job is in the uk (as you probably would of guessed) and it's just a simple filter support. (see attached) there's software to generate earthquake aleatory spectrums targeted to a earthquake level (richter?) happening at a input distance. i think something like that i have from the dos era and its name was ... eqpack or so? (will try to locate and confirm) obviously not coming from local data it can only be approximately good. even worse, site soil earthquake properties may make the normative earthquake forces to vary wildly. so except the support includes bracing that makes it overly conservative an approach without the required data may not work. ishvaaag many thanks for your response. i thought as much. thank you for your input anyway, i think i will have to put it to the client that if they want a response to the issue they will have to pay for a proper geo investigation. pst __________________ 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]