Zobrazeno 1 - 10
of 156
pro vyhledávání: '"Columns, Concrete"'
Autor:
S.S. Bhavikatti
Indian standard code of practice IS-456 for the design of plain and reinforced concrete was revised in the year 2000 to incorporate durability criteria in the design. As a result of it many codal provisions have been changed. Hence there is need to t
Autor:
Bhavikatti, S.S
In continuation of the book ‘Design of RCC Structural Elements (RCC Volume-I)', the author has brought out this book to explain and illustrate design of several RCC structures, which normally a civil engineer is often called to design and execute.
Publikováno v:
Materiales de Construcción; Vol. 72 No. 345 (2022); e274
Materiales de Construcción; Vol. 72 Núm. 345 (2022); e274
Materiales de Construccion, 2022, vol. 72, núm. 345, p. e274
Articles publicats (D-EMCI)
DUGiDocs – Universitat de Girona
instname
Materiales de Construcción
Consejo Superior de Investigaciones Científicas (CSIC)
Zaguán. Repositorio Digital de la Universidad de Zaragoza
Materiales de Construcción; Vol. 72 Núm. 345 (2022); e274
Materiales de Construccion, 2022, vol. 72, núm. 345, p. e274
Articles publicats (D-EMCI)
DUGiDocs – Universitat de Girona
instname
Materiales de Construcción
Consejo Superior de Investigaciones Científicas (CSIC)
Zaguán. Repositorio Digital de la Universidad de Zaragoza
A regulatory framework is required to ensure the correct design of Fibre-Reinforced Polymers (FRPs) increasingly being used as an externally-bonded strengthening system on concrete columns. Several design guidelines on the confinement of FRP concrete
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a817811497f07c514da4d19d67ae5e42
http://zaguan.unizar.es/record/112166
http://zaguan.unizar.es/record/112166
Autor:
Mohammad Gholami, Mehrdad Dorj, Peyman Beiranvand, Pegah Jafari Haghighatpour, Aref Azamigila
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
Nowadays, in order to increase construction of tall structures, the importance of choosing optimum systems, with a huge energy absorption capacity against wind and earthquake loads, has been widely considered. Since four decades ago, steel shear wall
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a931e56de8265cfe44055bcbd703406f
https://hdl.handle.net/2117/366693
https://hdl.handle.net/2117/366693
Autor:
Rocca, Silvia
Publikováno v:
Freely available online.
Thesis (Ph. D.)--University of Missouri--Rolla, 2007.
Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed February 12, 2008) Includes bibliographical references.
Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed February 12, 2008) Includes bibliographical references.
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
This paper proposes a new methodology to analyse how creep affects to reinforced concrete columns of tall buildings with central core that range between 20 and 40 floors. Creep shortening is due to compression stresses and are the different stress va
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9ca22ba6f4c2fd1922b82ebf9873a2ce
https://hdl.handle.net/2117/335772
https://hdl.handle.net/2117/335772