几何尺寸与公差论坛------致力于产品几何量公差标准GD&T (GDT:ASME)|New GPS(ISO)研究/CAD设计/CAM加工/CMM测量 - 查看单个帖子

seismic analysis for silo foundation
i'm designing a mat foundation for two silos (each standing on 4 legs), and i need to develop the seismic force on the silos. (i would go to the designer of the silos for this, but the silos are used and the manufacturer no longer exists.) the problem i'm having is that all the references/codes i have are geared more towards seismic design of buildings rather than other structures. is asce 7 acceptable for determining the seismic forces on a silo?
in case this is relevant:
information per silo
dl = 120 k
ll = 290.4 k
wl = 20.4 psf
height = 60 ft
diameter = 12 ft
nevermind. i had a brain fart yesterday and totally forgot about the section in asce 7 about nonbuilding structures.

2009-09-15, 08:31 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 analysis for silo foundation seismic analysis for silo foundation i'm designing a mat foundation for two silos (each standing on 4 legs), and i need to develop the seismic force on the silos. (i would go to the designer of the silos for this, but the silos are used and the manufacturer no longer exists.) the problem i'm having is that all the references/codes i have are geared more towards seismic design of buildings rather than other structures. is asce 7 acceptable for determining the seismic forces on a silo? in case this is relevant: information per silo dl = 120 k ll = 290.4 k wl = 20.4 psf height = 60 ft diameter = 12 ft nevermind. i had a brain fart yesterday and totally forgot about the section in asce 7 about nonbuilding structures. __________________ 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]