Zobrazeno 1 - 10
of 65
pro vyhledávání: '"Muhammad Masood Rafi"'
Publikováno v:
PSU Research Review, Vol 4, Iss 1, Pp 1-23 (2020)
Purpose – The current fire protection measures in buildings do not account for all contemporary fire hazard issues, which has made fire safety a growing concern. Therefore, this paper aims to present a critical review of current fire protection mea
Externí odkaz:
https://doaj.org/article/49d7475e1e19473ab912cf96fe488e41
Autor:
Muhammad Masood Rafi, Muhammad Ahmed, Sarosh Hashmat Lodi, Humberto Varum, Muhammad Tausif Arshad, Naveed Alam
Publikováno v:
Journal of Performance of Constructed Facilities. 37
Publikováno v:
Proceedings of the Institution of Civil Engineers - Construction Materials. 175:186-196
This paper presents the results of experimental testing at elevated temperatures of two types of steel rebars locally available in Pakistan. These include cold-drawn twisted (CDT) bars and hot-rolled thermo-mechanically treated (TMT) bars. Two rebar
Publikováno v:
Advances in Structural Engineering. 25:3044-3058
A new scheme of seismic strengthening of adobe structures has been proposed in this paper. The scheme involves horizontal and vertical bands of steel wire mesh plastered with cement-sand mortar. The effectiveness of the proposed scheme is assessed by
Publikováno v:
IETE Journal of Research. 69:623-634
Currently, fire detection systems based on computer vision techniques are highly appreciated for their intelligent detections at earliest. These systems use surveillance cameras to capture high-lev...
Publikováno v:
Fire and Materials.
Autor:
Muhammad Masood Rafi, Muhammad Ahmed, Sarosh Hashmat Lodi, Humberto Varum, Muhammad Tausif Arshad
Publikováno v:
Journal of Performance of Constructed Facilities. 36
Publikováno v:
ICEC 2022.
Publikováno v:
Journal of Structural Engineering. 148
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 173:655-671
The elevated temperature behaviours of concrete specimens made of three different concrete grades are presented in this paper. Cylindrical specimens of concrete mixes with 17 MPa (designated as M17), 21 MPa (designated as M21) and 27 MPa (designated