| LDR | | 03806cmm u2200637Ii 4500 |
| 001 | | 000000309505 |
| 003 | | OCoLC |
| 005 | | 20230525134148 |
| 006 | | m o d |
| 007 | | cr cnu|||unuuu |
| 008 | | 150514s2015 flu ob 001 0 eng d |
| 019 | |
▼a 913696398 |
| 020 | |
▼a 9781498712316
▼q (electronic bk.) |
| 020 | |
▼a 1498712312
▼q (electronic bk.) |
| 020 | |
▼z 9781498712309 |
| 020 | |
▼z 1498712304
▼q (hbk.) |
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▼a NZ1
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| 035 | |
▼a (OCoLC)908931923
▼z (OCoLC)913696398 |
| 040 | |
▼a N$T
▼b eng
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| 049 | |
▼a MAIN |
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▼a TEC
▼x 009020
▼2 bisacsh |
| 082 | 04 |
▼a 624.1/8341
▼2 23 |
| 100 | 1 |
▼a Kotsovos, M. D.,
▼e author. |
| 245 | 10 |
▼a Finite-element modelling of structural concrete :
▼b short-term static and dynamic loading conditions /
▼c Michael D. Kotsovos. |
| 264 | 1 |
▼a Boca Raton, FL :
▼b CRC Press,
▼c [2015] |
| 264 | 4 |
▼c 짤2015 |
| 300 | |
▼a 1 online resource |
| 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 and index. |
| 505 | 0 |
▼a Front Cover; Contents; Preface; Author; Chapter 1: Need for a reappraisal; Chapter 2: Main behavioural characteristics of concrete; Chapter 3: Modelling of concrete behaviour; Chapter 4: Structure modelling for static problems; Chapter 5: Finite-element solutions of static problems; Chapter 6: Extension of finite element modelling to dynamic problems; Chapter 7: Reinforced concrete structural members under earthquake loading; Chapter 8: Structural concrete under impact loading; Appendix A: Octahedral formulation of stresses and strains; Appendix B: Coordinate transformations; Back Cover. |
| 520 | |
▼a A Powerful Tool for the Analysis and Design of Complex Structural ElementsFinite-Element Modelling of Structural Concrete: Short-Term Static and Dynamic Loading Conditions presents a finite-element model of structural concrete under short-term loading, covering the whole range of short-term loading conditions, from static (monotonic and cyclic) to dynamic (seismic and impact) cases. Experimental data on the behavior of concrete at both the material and structural levels reveal the unavoidable development of triaxial stress conditions prior to failure which dictate the collapse and ductility of. |
| 588 | 0 |
▼a Online resource; title from PDF title page (EBSCO, viewed May 15, 2015). |
| 590 | |
▼a eBooks on EBSCOhost
▼b All EBSCO eBooks |
| 650 | 0 |
▼a Reinforced concrete construction. |
| 650 | 0 |
▼a Plastic analysis (Engineering) |
| 650 | 0 |
▼a Finite element method. |
| 650 | 7 |
▼a TECHNOLOGY & ENGINEERING
▼x Civil
▼x General.
▼2 bisacsh |
| 650 | 7 |
▼a Finite element method.
▼2 fast
▼0 (OCoLC)fst00924897 |
| 650 | 7 |
▼a Plastic analysis (Engineering)
▼2 fast
▼0 (OCoLC)fst01066434 |
| 650 | 7 |
▼a Reinforced concrete construction.
▼2 fast
▼0 (OCoLC)fst01093465 |
| 655 | 4 |
▼a Electronic books. |
| 776 | 08 |
▼i Print version:
▼a Kotsovos, M.D.
▼t Finite-element modelling of structural concrete.
▼d Boca Raton, FL : CRC Press, [2015]
▼z 9781498712309
▼w (DLC) 2015021162
▼w (OCoLC)907196323 |
| 856 | 40 |
▼u http://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=992431 |
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▼n 31463412 |
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▼a CRC Press
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▼n CRC0KE31755PDF |
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▼a 관리자 |