Zobrazeno 1 - 10
of 240
pro vyhledávání: '"lcsh:TH1000-1725"'
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-28 (2021)
The knee beam–column joint is a critical location in a Reinforced Concrete (RC) structure particularly when subjected to earthquake vibrations. The current structural design codes dictate the use of high amounts of steel reinforcements in the frame
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::afb2a2e39041c64835a7ecf25aac0750
https://doaj.org/article/4ea2c1d4331b43b5bef5af04b2c5dc11
https://doaj.org/article/4ea2c1d4331b43b5bef5af04b2c5dc11
Autor:
Payam Shafigh, Mohammad Reza Hamidian
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-16 (2021)
Oil palm shell (OPS) concrete filled steel tube (CFT) columns are acknowledged to be a new type of sustainable composite column. In this type of column, the conventional coarse aggregate was partially replaced with OPS lightweight aggregate to provid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b317a54b6770ae15d54a683ed9193303
https://doaj.org/article/9608ad849870452e830280a32cc41182
https://doaj.org/article/9608ad849870452e830280a32cc41182
Autor:
Lan Lin, Bashar Hariri
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-17 (2021)
International Journal of Concrete Structures & Materials
International Journal of Concrete Structures & Materials
The purpose of this study is to examine the effects of the seismic wave velocity on vertical displacement of a cable-stayed bridge’s deck under asynchronous excitation. The Quincy Bayview Bridge located in Illinois, USA, and four other generic brid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d4f26f34773bd0574fa51b6c2b8ea74c
https://doaj.org/article/d03bd46e03f14f8dbfc099e1fece6120
https://doaj.org/article/d03bd46e03f14f8dbfc099e1fece6120
Autor:
Jae-Wook Jung, Jung-Wuk Hong
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-16 (2021)
Structural behavior against the blast load is evaluated for a structure reinforced by high-performance fiber-reinforced cementitious composites (HPFRCC). The Alfred P. Murrah Federal Building, which experienced a terrorist attack in 1995 is taken int
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8464ad9a0b521a41182a982e4f47e06e
https://doaj.org/article/31ee8500517341ff9d194c2d40452c52
https://doaj.org/article/31ee8500517341ff9d194c2d40452c52
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-20 (2021)
In this study, the effect of curing temperature on the properties of slag cement concrete after high-temperature exposure was studied, and elevated curing temperature (45 ± 2 °C and 95% relative humidity (RH)) was selected to compare with the stand
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a0b5f343ef457e7a86e07db6a7b8c222
https://doaj.org/article/94516ea96e1f4ff8b2e13c6edc95d043
https://doaj.org/article/94516ea96e1f4ff8b2e13c6edc95d043
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-19 (2021)
Prefabricated construction is becoming increasingly prevalent, however, it is rarely applied in underground constructions, except for tunnel linings, due to the difficulties that arise in jointing various prefabricated components in underground condi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::27bace1837c44a043e3ef5a250006921
https://doaj.org/article/ce3d6ba55bbf4459a4774eef4f67b748
https://doaj.org/article/ce3d6ba55bbf4459a4774eef4f67b748
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-14 (2021)
This study analytically investigated the behavior of reinforced concrete frames with masonry infills. For the analysis, VecTor2, a nonlinear finite element analysis program that implements the Modified Compression Field Theory and Disturbed Stress Fi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bb502ebd5498332f043de88ecc25fbf4
https://doaj.org/article/67d37592f0a640ab827ecf301bfabecd
https://doaj.org/article/67d37592f0a640ab827ecf301bfabecd
Autor:
Chang Seok Lee, Sang Whan Han
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-16 (2021)
In older reinforced concrete (RC) buildings, columns are fragile elements that can induce collapse of entire buildings during earthquakes. An accurate assessment of the seismic vulnerability of RC buildings using nonlinear response history analyses r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::849100581a4fa627cc4baaa42dc18718
https://doaj.org/article/bb40ce6ba236402da2e017bf81fa186e
https://doaj.org/article/bb40ce6ba236402da2e017bf81fa186e
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 14, Iss 1, Pp 1-9 (2020)
Alkali-activated materials are a promising type of binder candidate as a substitute to Portland cement. Fly ashes can be used as binder precursors giving higher environmental benefits. In the present research, fly ashes (Type F) containing different
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bf3d9706317eb316267ed07f7c3d9bbd
http://link.springer.com/article/10.1186/s40069-020-00435-8
http://link.springer.com/article/10.1186/s40069-020-00435-8
Autor:
Abudushalamu Aili, Ippei Maruyama
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 14, Iss 1, Pp 1-18 (2020)
Mechanical properties and durability of cement-based materials are largely affected by pore structures. This paper provides an overview of several experimental techniques to characterize pore size distribution and specific surface area, with focus on
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dbd8d56d41c231a352544e304e98d753
http://link.springer.com/article/10.1186/s40069-020-00431-y
http://link.springer.com/article/10.1186/s40069-020-00431-y