Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Abouzar Jafari"'
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 4, Iss 2, Pp 93-108 (2016)
Self-centering rocking walls are known as viable alternatives to typical shear walls, as they provide a number of solutions for eliminating seismic flaws of conventional designs. These rocking walls have a generally positive impact on the seismic beh
Externí odkaz:
https://doaj.org/article/6a6ac421c4f448cd81e534d49c13c7c5
Publikováno v:
Bulletin of Earthquake Engineering. 20:6075-6107
Publikováno v:
Practice Periodical on Structural Design and Construction. 28
Publikováno v:
Bulletin of Earthquake Engineering. 19:2893-2917
This paper presents an investigation on the cyclic behavior and design aspects of a hybrid self-centering wall (SW), in terms of the wall’s axial stress and post-tensioning tendons’ prestressing ratios. These key parameters are examined extensive
Publikováno v:
Environmental science and pollution research international.
Promoting the use of agricultural wastes/byproducts in concrete production can significantly reduce environmental effects and contribute to sustainable development. Several experimental investigations on such concrete's compressive strength ([Formula
Autor:
Shane Johnson, Abouzar Jafari
Publikováno v:
Mechanism and Machine Theory. 135:208-224
The power required for adjusting stiffness in a tunable stiffness mechanism (TSM) determines the TSM's feasibility, capability and scalability; therefore, the effect of stiffness vs. control parameter relationship on the power consumption and inheren
Autor:
Abouzar Jafari, Roberto Dugnani
Publikováno v:
Journal of Shanghai Jiaotong University (Science). 27:588-588
Publikováno v:
Materials and Structures. 54
In this research, the feasibility of strengthening self-centering walls by high-performance concrete was investigated through an experimentally validated finite element model. The effects of the wall’s axial stress and tendons’ prestressing ratio
Autor:
Abouzar Jafari, Hassani, Behrooz
An investigation on the seismic performance of panel structures with permanent shutteringsystem is the subject of this article. Three building models with similar plan and differentheights are taken into consideration. The nonlinear behavior of these
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e07400669aa4bab34358e6e8519075be
Publikováno v:
Structural Concrete. 19:1713-1726