Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Stabilité des constructions [construction de bâtiments]"'
Publikováno v:
Structural Concrete
Structural Concrete, Wiley, 2021, 22 (1), pp.E563-E580. ⟨10.1002/suco.201900313⟩
Structural concrete
Structural Concrete, Wiley, 2021, 22 (1), pp.E563-E580. ⟨10.1002/suco.201900313⟩
Structural concrete
The present work analyses the basic creep of concrete compositions for which 75% of Portland cement is substituted by limestone filler and/or blast furnace slag. Compressive creep tests are performed during and after the peak of hydration of the slag
Autor:
Murillo V. B. Santana, Paulo B. Gonçalves, Thierry Massart, Liesbeth I.W. Arnouts, Peter Berke
Publikováno v:
Engineering structures, 227
The 3D deployable frames studied in this work are structures composed of elastic beam elements connected by complex joints. During transformation a controlled snap-through allows the instantaneous stabilization of the structure in an open and in a cl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7ec15cae325cfa5e928233188129e9f6
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/313760
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/313760
Publikováno v:
International journal of solids and structures, 206
Pre-assembled scissor structures can be transformed from a compact bundle of elements to a fully deployed configuration, offering a considerable volume expansion. Intended geometrical incompatibilities during transformation can be introduced as a des
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::61aa35b1f612b206ccf332cd9890dd5b
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/312745
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/312745
Publikováno v:
Automation in construction, 114 (C
Lightweight bistable deployable structures can be designed to be transportable and reusable. They instantaneously achieve some structural stability when transformed from the compact to the deployed state through a controlled snap-through, as a result
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a0531a92300ea93f842717454b43a10f
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/303491
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/303491
Computational methods have been developed over the past two decades for the analysis of masonry structures based on various kinematical assumptions, solution procedures and constitutive models. Fine scale modelling strategies generally make use of de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2101::0c1bd055441e90007f9d5dea262655bb
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/297883
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/297883
Autor:
Rozière, Emmanuel, Serdar, Marijana, Staquet, Stéphanie, Schlicke, Dirk, Azenha, Miguel, Bendimerad, Ahmed Zakarya A. Z. B., Delsaute, Brice, Dieryck, Vinciane, Golaszewski, Jacek J. G., Granja, José, Kanstad, T, Klausen, Anja, Li, Zhenming Z. L., Marušić, Elica E. M., Pezer, Martina, Ribeiro, Antonio, Ribeiro, Sofia, Sajna, Aljoša, Toutlemonde, François, Ye, Guang, Zahabizadeh, Behzad
Publikováno v:
SynerCrete’18 International Conference on Interdisciplinary Approaches for Cement-based Materials and Structural Concrete
info:eu-repo/semantics/published
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2101::422b8f4827ffec9ca76aab5d0c6a131b
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/278195
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/278195
Autor:
Bernard Espion
Publikováno v:
Beton-und Stahlbetonbau, 111 (3
The paper explores the conditions of emergence and first applications of thin hypar concrete shells. They appeared in France in the 1930s in the context of building hangars for aircraft and roofs for workshops at air or naval bases. Two French engine
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b668ef243b2f89f2e04f8d3e2b457e75
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/224877
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/224877
Autor:
Espion, Bernard
Publikováno v:
Proceedings of the Institution of Civil Engineers. Engineering history and heritage, 169 (1
SCOPUS: ed.j
info:eu-repo/semantics/published
info:eu-repo/semantics/published
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2101::d135a990868f90d50952ed4df1b909a9
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/226286
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/226286
Publikováno v:
IABSE Report. International Association for Bridge and Structural Engineering, Zürich
Scopus-Elsevier
Scopus-Elsevier
The paper illustrates the contribution of research into Construction History in condition assessment or residual carrying capacity situations for three old types of concrete constructions. We address:- the problem of assessing the actual carrying cap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::195804b1c9f29fe0f9832fc674667326
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/217705
http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/217705
Publikováno v:
Engineering fracture mechanics, 110
In the present paper, the Transformation Filed Analysis (TFA) methodology is used in the multi-scale analysis of cracking localisation in masonry. The related assumption of uniform inelastic strain field in each sub-domain allows reducing the computa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fa0ac3c038db550e3e0d1011e7849b1a
http://hdl.handle.net/11580/28474
http://hdl.handle.net/11580/28474