Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Reza Morshed"'
Autor:
Mohammad Kamalizad, Reza Morshed
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03388- (2024)
Compressed earth block (CEB) is a sustainable and cost-effective option for eco-friendly constructions. The blocks are produced without burning fossil fuels and have low embodied energy. The abundance of its constituents, including clay and sand, is
Externí odkaz:
https://doaj.org/article/62fcc78970c8462db9d1ee0877b4225e
Publikováno v:
Journal of Structural and Construction Engineering, Vol 6, Iss 1, Pp 41-54 (2019)
Researchers in the construction industry have shown great interest in rheological and mechanical properties as well as durability of fiber reinforced self-compacting concrete (FRSCC), however, its behavior under torsional cyclic loading, has rarely b
Externí odkaz:
https://doaj.org/article/74619251e6af470e81405b071f4375b3
Publikováno v:
Structures. 43:1478-1491
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35756a7b56f453c46124eb53504ba981
https://doi.org/10.1016/j.istruc.2022.07.064
https://doi.org/10.1016/j.istruc.2022.07.064
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::705c6889ba935c390a08e07eeccc4f1c
https://doi.org/10.2139/ssrn.4240441
https://doi.org/10.2139/ssrn.4240441
Publikováno v:
Engineering Structures. 194:106-119
Vulnerability of adobe constructions under lateral loading has promoted efforts to explore a wide variety of techniques for their retrofitting. Following this trend, the present experimental study was designed and implemented to investigate in-plane
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7d3a725585a33c1c8822577da33d69e
https://doi.org/10.1016/j.engstruct.2019.05.049
https://doi.org/10.1016/j.engstruct.2019.05.049
Publikováno v:
Construction and Building Materials. 264:120706
Adobe buildings are highly susceptible to lateral loads, which is responsible for their collapse during earthquakes in the past resulting in vast damages and immense human casualties. Nonetheless, a majority of such buildings in the seismic-prone reg
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a06766a8f9d3aead4922016684470f56
https://doi.org/10.1016/j.conbuildmat.2020.120706
https://doi.org/10.1016/j.conbuildmat.2020.120706
Publikováno v:
Construction and Building Materials. 260:119892
In an attempt to couple sustainability with seismic resistance in adobe constructions, this study endeavors to improve the in-plane lateral performance of adobe walls using natural reinforcing materials. For this purpose, 10 adobe wall panels, each 1
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8210aa3998daec4f9e7763bc064aff8d
https://doi.org/10.1016/j.conbuildmat.2020.119892
https://doi.org/10.1016/j.conbuildmat.2020.119892
Publikováno v:
Structural Engineering and Mechanics. 47:247-263
It is evident that torsional resistance of a reinforced concrete (RC) member is attributed to both concrete and steel reinforcement. However, recent structural design codes neglect the contribution of concrete because of cracking. This paper reports
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5447445507f2b5889d75fe3a96c713a9
https://doi.org/10.12989/sem.2013.47.2.247
https://doi.org/10.12989/sem.2013.47.2.247
Publikováno v:
Construction and Building Materials. 35:251-260
A comprehensive investigation into the seismic behaviour of a masonry vault belonging to an historical building located in the city of Yazd, was performed. Evaluation of load carrying capacity of this type of structures usually needs to characterize
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3beade2db8ec8a8b5fb7f32492d0447
https://doi.org/10.1016/j.conbuildmat.2012.04.002
https://doi.org/10.1016/j.conbuildmat.2012.04.002
Autor:
Reza Morshed, Mohammad Kazemi
Publikováno v:
Structural Engineering and Mechanics. 21:333-350
This paper presents results of an experimental study to evaluate a new retrofit technique for strengthening shear deficient short concrete beams and columns. In this technique a mortar jacket reinforced with expanded steel meshes is used for retrofit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::793e661d04f16003525f85d18bdb0edf
https://doi.org/10.12989/sem.2005.21.3.333
https://doi.org/10.12989/sem.2005.21.3.333