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    Development of Fragility Functions for Brick Masonry Structures Using Damage Data from September 24, 2019, Earthquake in Mirpur, Azad Kashmir 

    Source: Journal of Performance of Constructed Facilities:;2023:;Volume ( 037 ):;issue: 004:;page 04023029-1
    Author(s): Muhammad Masood Rafi; Muhammad Ahmed; Sarosh Hashmat Lodi; Humberto Varum; Muhammad Tausif Arshad; Naveed Alam
    Publisher: ASCE
    Abstract: This paper presents fragility functions for clay brick unreinforced masonry (URM) buildings that were developed using the data of damage and earthquake intensity by the September 24, 2019, Mirpur, Azad Jammu and Kashmir ...
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    Investigation of Damage to Reinforced Concrete Buildings Due to the 2019 Mirpur Earthquake, Azad Kashmir 

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 005:;page 04022037
    Author(s): Muhammad Masood Rafi; Muhammad Ahmed; Sarosh Hashmat Lodi; Humberto Varum; Muhammad Tausif Arshad
    Publisher: ASCE
    Abstract: This paper presents the results of damage surveys in Mirpur, in the Azad Jammu and Kashmir region of Pakistan, which was affected by a moderate earthquake on September 24, 2019. The epicenter of this earthquake was near ...
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    Experimental Investigation of Dynamic Behavior of RC Frame Strengthened with Buckling-Restrained Bracing 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 007:;page 04022076
    Author(s): Muhammad Masood Rafi; Sarosh Hashmat Lodi; Zaid A. Al-Sadoon; Murat Saatcioglu; Dan Palermo
    Publisher: ASCE
    Abstract: This paper presents the results of an investigation of the dynamic behavior of a reinforced concrete frame that was strengthened by a buckling-restrained brace (BRB). The behavior of this frame was benchmarked against a ...
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    Elevated Temperature Testing of Thermomechanically Treated Steel Bars 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
    Author(s): Muhammad Masood Rafi; Abdul Basit Dahar; Tariq Aziz; Sarosh Hashmat Lodi
    Publisher: ASCE
    Abstract: The details of experimental testing of thermomechanically treated reinforcing bars at elevated temperatures are presented in this paper. Rebars of 10-, 12-, 16-, 20-, and 25-mm diameter were used in the testing program. ...
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