|
|
|
|
LEADER |
00000cam a2200000 a 4500 |
001 |
KNOVEL_ocn843767943 |
003 |
OCoLC |
005 |
20231027140348.0 |
006 |
m o d |
007 |
cr cnu---unuuu |
008 |
130520s2012 vaua ob 001 0 eng d |
040 |
|
|
|a KNOVL
|b eng
|e pn
|c KNOVL
|d YDXCP
|d ZCU
|d KNOVL
|d DKDLA
|d OCLCQ
|d KNOVL
|d OCLCQ
|d STF
|d DKU
|d OCLCQ
|d BUF
|d OCLCF
|d CEF
|d RRP
|d YOU
|d VASCE
|d OCLCQ
|d OCLCO
|d OCLCQ
|d OCLCO
|
020 |
|
|
|a 9780784476468
|q (electronic bk.)
|
020 |
|
|
|a 0784476462
|q (electronic bk.)
|
020 |
|
|
|z 9780784411964
|
020 |
|
|
|z 0784411964
|
029 |
1 |
|
|a AU@
|b 000051640878
|
029 |
1 |
|
|a GBVCP
|b 830194606
|
029 |
1 |
|
|a NZ1
|b 15029194
|
029 |
1 |
|
|a NZ1
|b 15622986
|
035 |
|
|
|a (OCoLC)843767943
|
050 |
|
4 |
|a TA653
|b .A38 2012eb
|
082 |
0 |
4 |
|a 624.1/821
|2 23
|
049 |
|
|
|a UAMI
|
245 |
0 |
0 |
|a Advanced analysis in steel frame design :
|b guidelines for direct second-order inelastic analysis /
|c sponsored by Special Project Committee on Advanced Analysis of the Technical Committee on Structural Members, the Structural Engineering Institute (SEI) of the American Society of Civil Engineers ; edited by Andrea E. Surovek.
|
260 |
|
|
|a Reston, VA :
|b American Society of Civil Engineers,
|c ©2012.
|
300 |
|
|
|a 1 online resource (vi, 51 pages) :
|b illustrations
|
336 |
|
|
|a text
|b txt
|2 rdacontent
|
337 |
|
|
|a computer
|b c
|2 rdamedia
|
338 |
|
|
|a online resource
|b cr
|2 rdacarrier
|
504 |
|
|
|a Includes bibliographical references (pages 45-49) and index.
|
588 |
0 |
|
|a Print version record.
|
505 |
0 |
|
|a pt. 1. Introduction -- pt. 2. Design rules -- pt. 3. Background and commentary -- pt. 4. Benchmarks.
|
520 |
3 |
|
|a Prepared by the Special Project Committee on Advanced Analysis of the Technical Committee on Structural Members of the Structural Engineering Institute of ASCE. This report presents formal guidelines for the use of second-order inelastic analysis in the design and assessment of steel framing systems. This advanced analysis methodology focuses on the strength of the structural system as a whole, rather than the design load levels producing the first member failure. The report includes design rules, background and commentary regarding the rules, and benchmarks for columns and frames. It provides specific recommendations regarding the rigor of analysis, minimum modeling requirements, consideration of limit states, serviceability, and live load reduction, yet allows latitude for the judgment of the design engineer. The recommendations presented in this report will be particularly valuable to structural engineers, specification developers, and developers of structural analysis software.
|
590 |
|
|
|a Knovel
|b ACADEMIC - Civil Engineering & Construction Materials
|
650 |
|
0 |
|a Elastic analysis (Engineering)
|
650 |
|
0 |
|a Structural design.
|
650 |
|
0 |
|a Steel framing (Building)
|x Design and construction.
|
650 |
|
6 |
|a Analyse élastique (Ingénierie)
|
650 |
|
6 |
|a Constructions
|x Calcul.
|
650 |
|
7 |
|a Elastic analysis (Engineering)
|2 fast
|
650 |
|
7 |
|a Structural design
|2 fast
|
700 |
1 |
|
|a Surovek, Andrea Eden,
|d 1965-
|
710 |
2 |
|
|a Structural Engineering Institute.
|b Technical Committee on Structural Members.
|b Special Project Committee on Advanced Analysis.
|
776 |
0 |
8 |
|i Print version:
|t Advanced analysis in steel frame design.
|d Reston, VA : American Society of Civil Engineers, ©2012
|z 9780784411964
|w (DLC) 2011045856
|w (OCoLC)808623275
|
856 |
4 |
0 |
|u https://appknovel.uam.elogim.com/kn/resources/kpAASFDGD6/toc
|z Texto completo
|
938 |
|
|
|a American Society of Civil Engineers
|b ASCE
|n 10.1061/9780784411964
|
938 |
|
|
|a YBP Library Services
|b YANK
|n 10750762
|
994 |
|
|
|a 92
|b IZTAP
|