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ibc 2000 seismic question
does section 1622.4.8 require seismic design for burried structures in all categories, or just categories 2 and 3? is the intent of this section to include lateral earth pressures from earthquake? my interpretation for consideration of lateral earth pressure from seismic is that it is only a consideration if you are in seismic design category d or worse, according to sections 1802.2.6 and 1802.2.7 of the ibc 2000.
my state (ny) didn't require seismic design until it adopted (and tweaked) the ibc 2000 in 2003, and i find it sometimes hard to figure out what the code is requireing for seismic design.

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2009-09-09, 06:41 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	ibc 2000 seismic question ibc 2000 seismic question does section 1622.4.8 require seismic design for burried structures in all categories, or just categories 2 and 3? is the intent of this section to include lateral earth pressures from earthquake? my interpretation for consideration of lateral earth pressure from seismic is that it is only a consideration if you are in seismic design category d or worse, according to sections 1802.2.6 and 1802.2.7 of the ibc 2000. my state (ny) didn't require seismic design until it adopted (and tweaked) the ibc 2000 in 2003, and i find it sometimes hard to figure out what the code is requireing for seismic design. __________________ 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]