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.

Author: Taramar Arazilkree
Country: Bangladesh
Language: English (Spanish)
Genre: Life
Published (Last): 24 February 2009
Pages: 171
PDF File Size: 4.42 Mb
ePub File Size: 12.23 Mb
ISBN: 369-6-82128-670-3
Downloads: 40978
Price: Free* [*Free Regsitration Required]
Uploader: Nekazahn

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.

ASCE – Seismic Evaluation of Existing Buildings

The Eng-Tips staff will check this out and take appropriate action. Click Here to join Eng-Tips and talk with other members! Join your peers on the Internet’s largest technical engineering professional community.

It’s easy to join and it’s free. Register now while it’s still free!

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

Close this window and log in. Are you an Engineering professional?

  LARRY SHUE THE NERD PDF

By joining you are opting in to receive e-mail. Promoting, selling, recruiting, coursework and thesis posting is forbidden. Any one out there have experience with ASCE I am repairing a steel frame parking structure substantial alteration due to scope which has a braced frame lateral system that does not meet sesimic code, but is close. I have reread the code 3 times looking for an error on my part, but get the same conclusion.

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.

Any ideas about what I missed or confirmation of the result would be appreciated.

How did you develop the ASCE force? What are the site parameters for 1 second and for short term accelerations? What live load mass is assumed and at what level? ASCE loads included 10 psf of live load, which was not included or the ASCE calculation, but calculates a pseudo seismic force of approximately 1. Structure period is estimated at approximately 0.

  CALL OF CTHULHU KEEPER RULEBOOK PDF

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. Red Flag This Post Please let us know here why this post is inappropriate.

31-003 such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework. Digital Transformation may be defined in a number of different ways by analysts or enterprise software vendors. Defense manufacturing is all about project manufacturing and project accounting. Students Click Here Join Us!

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

Posting Guidelines Promoting, selling, recruiting, coursework and thesis posting is forbidden. Resources Digital Transformation may be defined in a number of different ways by analysts or enterprise software vendors.

Download Now Defense manufacturing is all about project manufacturing and project accounting.

Download Now White Paper: