ASCE 31-03 SEISMIC EVALUATION OF EXISTING BUILDINGS PDF

Seismic Evaluation of Existing Buildings (ASCE ), provides a three-tiered process for seismic evaluation of existing buildings in any level of seismicity. Any one out there have experience with ASCE I am repairing a steel frame parking structure (substantial alteration due to scope) which. ASCESeismic Evaluation of Existing Buildings-This standard provides a process for seismic evaluation of existing buildings.

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By using our website you agree to our use of cookies. 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. Thank you for helping keep Eng-Tips Forums free from inappropriate posts.

asce seismic evaluation of existing buildings – ASCE (civil) Code Issues – Eng-Tips

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Are exisring an Engineering professional? What live load mass is assumed and at what level? Download Now White Paper: Click Here to join Eng-Tips egaluation talk with other members! The Eng-Tips staff will check this out and off appropriate action. This standard provides a process for seismic evaluation of existing buildings. I am repairing a steel frame parking structure substantial alteration due to scope which has a braced frame lateral system that does not meet current code, but is close.

Please first verify your email before subscribing to alerts. Product details Format Paperback pages Dimensions We use cookies to give you the best possible experience. Measurement of Oxygen Transfer in Clean Water. You may delete a document from your Alert Profile at any time. 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.

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Seismic Evaluation of Existing Buildings, SEI/ASCE 31-03

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Add to Alert PDF. A major portion is dedicated to instructing the evaluating design professional on how to determine if a building is adequately designed and constructed to resist seismic forces. Structure period is estimated at approximately 0.

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Any ideas about what I missed or confirmation of the result would be appreciated. This standard is intended to serve as a nationally applicable tool for design professionals, code officials, and building owners looking to seismically evaluate existing buildings.