Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Anwar, Mohammed Parvez"'
Autor:
Sheikh, Taimur Mazhar a, b, ⁎, Anwar, Mohammed Parvez b, Muthoosamy, Kasturi c, ⁎, Jaganathan, Jayaprakash d, Chan, Andy b, Mohamed, Abdullahi Ali b
Publikováno v:
In Construction and Building Materials 18 January 2023 364
Autor:
Sheikh, Taimur Mazhar 1, Anwar, Mohammed Parvez 1, Muthoosamy, Kasturi ⁎, 2, Jaganathan, Jayaprakash ⁎, 3, Chan, Andy 1, Mohamed, Abdullahi Ali 1
Publikováno v:
In Construction and Building Materials 11 October 2021 303
Publikováno v:
International Journal of Structural Integrity, 2019, Vol. 10, Issue 2, pp. 188-207.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-04-2018-0021
Publikováno v:
E3S Web of Conferences, Vol 347, p 03016 (2022)
Tensegrity structures are spatial structures made up of an assembly of pin-jointed, prestressed continuous tension members and discontinuous compressive members, arranged in different complex shapes. Limited research has been carried out to analyse t
Externí odkaz:
https://doaj.org/article/035b77ea92a941c0aa7167d739d5a00f
Autor:
Farzadnia, Nima a, ⁎, Abang Ali, Abang Abdullah a, Demirboga, Ramazan a, b, Anwar, Mohammed Parvez c
Publikováno v:
In Construction and Building Materials June 2013 43:469-479
Autor:
Farzadnia, Nima a, ⁎, Abang Ali, Abang Abdullah a, Demirboga, Ramazan a, b, Anwar, Mohammed Parvez c
Publikováno v:
In Cement and Concrete Research June 2013 48:97-104
Publikováno v:
IOP Conference Series: Earth & Environmental Science; 5/15/2023, Vol. 1205 Issue 1, p1-13, 13p
Publikováno v:
Applied Mechanics and Materials. 802:136-141
This paper presents the outcomes of investigating the dynamic behaviour experienced by composite footbridges and concrete footbridges when subjected to footfall induced vibration incurred by walking pedestrians. The study focuses on three set of vary
Publikováno v:
Applied Mechanics and Materials. 802:155-160
This paper investigates the effects of footfall induced vibrations on the floors of a 3-storey sub-frame structure. Composite and concrete floors were examined. Variables involved are floor widths, floor thicknesses, floor aspect ratios and column he