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Structures under Shock and Impact XVI /
The included papers, presented at the 16th International Conference on Structures under Shock and Impact, highlight new research ideas and results to promote a better understanding of the critical issues relating to the testing behaviour, modelling and analyses of protective structures against blast...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor Corporativo: | |
| Otros Autores: | , |
| Formato: | Electrónico Congresos, conferencias eBook |
| Idioma: | Inglés |
| Publicado: |
Southampton :
WIT Press,
[2020]
|
| Colección: | WIT transactions on the built environment ;
198. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 111 | 2 | |a International Conference on Structures Under Shock and Impact |n (16th : |d 2020) | |
| 245 | 1 | 0 | |a Structures under Shock and Impact XVI / |c Conferance chairmen: S. Syngellakis, G. Schleyer. |
| 246 | 3 | |a Structures under shock and impact sixteenth | |
| 246 | 3 | |a Structures under shock and impact 16 | |
| 246 | 3 | |a SUSI 2020 | |
| 264 | 1 | |a Southampton : |b WIT Press, |c [2020] | |
| 300 | |a 1 online resource (170 pages) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a WIT Transactions on the Built Environment ; |v v. 198 | |
| 504 | |a Includes bibliographical references and index. | ||
| 505 | 0 | |a Cover -- Structures under Shock and Impact XVI -- Copyright Page -- Preface -- Contents -- Section 1: Impact and blast loading -- Proposal for modifying the empirical equations of soil displacement for ground shock from buried explosions -- Shock wave propagation in an obstructed area -- Shock wave propagation in a double room -- Investigation on the post-processing of blast loading characteristics along a convex structure -- Multi-scale experimental study of blast propagation around a hemi-cylindrical barrier | |
| 505 | 8 | |a Statistical analysis of blast wave decay coefficient and maximum pressure based on experimental results -- Section 2: Structural response and protection -- Uncertainty estimation of external blast effects using the Monte-Carlo method -- Blast protection wall systems: Literature review -- Preliminary structural analysis study of the Chinese complex bracket systems -- Section 3: Seismic behaviour -- Impacts of transverse earthquakes on seismic response of bridges with rocking foundations and various shear keys | |
| 505 | 8 | |a Impact of wall support conditions on seismic response of ground-supported reinforced concrete containment tanks -- Author index | |
| 520 | |a The included papers, presented at the 16th International Conference on Structures under Shock and Impact, highlight new research ideas and results to promote a better understanding of the critical issues relating to the testing behaviour, modelling and analyses of protective structures against blast and impact loading. | ||
| 588 | 0 | |a Online resource; title from digital title page (viewed on February 09, 2021). | |
| 590 | |a eBooks on EBSCOhost |b EBSCO eBook Subscription Academic Collection - Worldwide | ||
| 650 | 0 | |a Structural design |v Congresses. | |
| 650 | 0 | |a Impact |v Congresses. | |
| 650 | 0 | |a Shock (Mechanics) |v Congresses. | |
| 650 | 6 | |a Constructions |x Calcul |v Congrès. | |
| 650 | 6 | |a Choc (Mécanique) |v Congrès. | |
| 650 | 7 | |a Impact. |2 fast |0 (OCoLC)fst00968053 | |
| 650 | 7 | |a Shock (Mechanics) |2 fast |0 (OCoLC)fst01116709 | |
| 650 | 7 | |a Structural design. |2 fast |0 (OCoLC)fst01135628 | |
| 655 | 7 | |a Conference papers and proceedings. |2 fast |0 (OCoLC)fst01423772 | |
| 700 | 1 | |a Syngellakis, S., |e editor. | |
| 700 | 1 | |a Schleyer, G., |e editor. | |
| 776 | 0 | 8 | |i Print version: |a Syngellakis, S. |t Structures under Shock and Impact XVI. |d Southampton : WIT Press, ©2020 |z 9781784663995 |
| 830 | 0 | |a WIT transactions on the built environment ; |v 198. | |
| 856 | 4 | 0 | |u https://ebsco.uam.elogim.com/login.aspx?direct=true&scope=site&db=nlebk&AN=2583838 |z Texto completo |
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