查看单个帖子
旧 2009-09-16, 06:15 PM   #1
huangyhg
超级版主
 
huangyhg的头像
 
注册日期: 04-03
帖子: 18592
精华: 36
现金: 249466 标准币
资产: 1080358888 标准币
huangyhg 向着好的方向发展
默认 vertical acceleration - modal analysis

vertical acceleration - modal analysis
folks,
i have a question pertaining to the vertical accelerations per ubc 97.
in section 1631.2 - 5, it states that vertical accelerations can be defined by scaling the horizontal accelerations by 2/3.
in section 1630.1.1, a ev factor is used to include the vertical effects.
my question is thus:
i have performed a modal analysis and need to scale my base shears to 90% of the static base shear.
can this be done in any one of the options i list below?
option 1. compute e using equation 30-1 including the effects of vertical acceleration. scale the response spectrum results to 90% of the above computed value in both directions and not use section 1631.2-5
option 2. compute e using equation 30-1 but without the vertical effects. scale the response spectrum to the static values in x and y direction, and use a 2/3 factor on these scale factors for vertical excitation. etabs for example has a uz excitation component. i am plugging the 2/3 horizontal value into this input box for each direction separately.
please let me know if this approach is right.
thanks
__________________
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]
huangyhg离线中   回复时引用此帖
GDT自动化论坛(仅游客可见)