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|a (OCoLC)603767710
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|a pcc
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| 043 |
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|a n-us---
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|a GPO
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|c GPO
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|a 0520-E-01 (online)
|
| 086 |
0 |
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|a HS 5.102:SE 4/8
|
| 245 |
0 |
0 |
|a Effects of strength and stiffness degradation on seismic response /
|c prepared by Applied Technology Council ; prepared for Federal Emergency Management Agency, Department of Homeland Security.
|
| 264 |
|
1 |
|a Washington, D.C. :
|b Federal Emergency Management Agency, Dept. of Homeland Security,
|c [2009]
|
| 300 |
|
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|a 1 online resource (312 pages) :
|b illustrations
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| 336 |
|
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|a text
|b txt
|2 rdacontent
|0 http://id.loc.gov/vocabulary/contentTypes/txt
|
| 337 |
|
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|a computer
|b c
|2 rdamedia
|
| 338 |
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|a online resource
|b cr
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| 500 |
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|a Title from PDF title screen (viewed Apr. 7, 2010).
|
| 500 |
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|a "June 2009."
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| 500 |
|
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|a "FEMA P440A."
|
| 504 |
|
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|a Includes bibliographical references.
|
| 610 |
2 |
0 |
|a National Earthquake Hazards Reduction Program (U.S.)
|0 http://id.loc.gov/authorities/names/n84052688
|
| 650 |
|
0 |
|a Earthquake resistant design
|x Deterioration
|x Mathematical models.
|
| 650 |
|
0 |
|a Buildings
|x Earthquake effects.
|0 http://id.loc.gov/authorities/subjects/sh85017774
|
| 650 |
|
0 |
|a Buildings
|x Deterioration
|x Mathematical models.
|
| 650 |
|
0 |
|a Buildings
|x Repair and reconstruction
|x Planning.
|
| 650 |
|
0 |
|a Earthquake engineering
|z United States.
|
| 710 |
1 |
|
|a United States.
|b Federal Emergency Management Agency.
|0 http://id.loc.gov/authorities/names/n78090715
|1 http://viaf.org/viaf/149544852
|
| 710 |
2 |
|
|a Applied Technology Council.
|0 http://id.loc.gov/authorities/names/n77018286
|1 http://viaf.org/viaf/140154673
|
| 776 |
0 |
8 |
|i Print version:
|t Effects of strength and stiffness degradation on seismic response.
|d Washington, D.C. : Federal Emergency Management Agency, Dept. of Homeland Security, [2009]
|w (OCoLC)603767750
|
| 856 |
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|y Government Publishing Office
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|l Online
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