Any one out there have experience with ASCE I am repairing a steel frame parking structure (substantial alteration due to scope) which. ASCE Seismic Evaluation of Existing Buildings. ASCE Seismic Evaluation of Existing Buildings. This standard provides a process for seismic evaluation of existing buildings. Available for Subscriptions.
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The Best Books of Description Seismic Evaluation of Existing Buildings ASCEprovides a three-tiered process for seismic evaluation of existing buildings in any level of seismicity. By joining you are opting in to receive e-mail. Automated People Mover Standards Pt. ASCE loads included 10 psf of live load, which was not included in the ASCE calculation, but calculates a pseudo seismic force of approximately 1.
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As the voice of the U. Join your peers on the Internet’s largest technical engineering professional community. Subscription pricing is determined 31-30 The design of mitigation measures is not addressed in this standard.
asce seismic evaluation of existing buildings – ASCE (civil) Code Issues – Eng-Tips
Obviously since the lateral system is not too far from meeting the current code, I was hoping to save the expense of seismic retrofit and assumed the standard would be somewhat relaxed compared to cuurrent code. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.
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Proceed to Checkout Continue Shopping. Azce have reread the code 3 times looking for an error on my part, but get the same conclusion.
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We have no document history for this standard. Click Here to join Eng-Tips and talk with asec members! If the document is revised or amended, you will be notified by email. Other books in this series. Any ideas about what I missed or confirmation of the result would be appreciated.
Seismic Evaluation of Existing Buildings, SEI/ASCE 31-03
You may delete a document from your Alert Profile at any time. Dispatched from the UK in 2 business days When will my order arrive? I forgot the effect of rho and the difference in mass in the ASCE calcs when I wrote the post, so the difference is more like a factor of 2.
How did you develop xsce ASCE force? What live load mass is assumed and at what level? Posting Guidelines Promoting, selling, recruiting, coursework and thesis posting is forbidden.
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