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    Assessing Mechanical Properties of Concrete Block Masonry under Uniaxial Compression for Design Applications 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 004:;page 04024009-1
    Author(s): Muhammad Masood Rafi; Sher Khan
    Publisher: ASCE
    Abstract: This paper presents the details of experimental testing of masonry prisms, which were tested in compression. The experimental program consisted of prisms made with hollow and solid blocks of thickness 100 and 150 mm. ...
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    Influence of Loading Direction on Compressive Strength of Concrete Block Masonry 

    Source: Practice Periodical on Structural Design and Construction:;2024:;Volume ( 029 ):;issue: 004:;page 04024057-1
    Author(s): Muhammad Masood Rafi; Sher Khan
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of experimental testing of block masonry prisms and wallettes under uniaxial compression. The compressive load was applied in a direction perpendicular or parallel to the bed joints. Masonry ...
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    Experimental Assessment of Mechanical Properties of Adobe Masonry 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 009:;page 04023319-1
    Author(s): Muhammad Masood Rafi; Sher Khan; Muhammad Aslam Bhutto
    Publisher: ASCE
    Abstract: This paper presents the details of experimental testing of soil, adobe masonry units, and assemblages for the first time in Pakistan. Adobe units were tested both in compression and bending. The compressive strength of ...
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    Experimental Assessment of Compressive and Shear Behavior of Adobe Masonry 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 006:;page 04024131-1
    Author(s): Muhammad Masood Rafi; Sher Khan; Muhammad Aslam Bhutto
    Publisher: ASCE
    Abstract: This paper presents the results of experimental testing of adobe masonry assemblages to study their compressive and shear behaviors. These behaviors were studied using masonry prisms and triplets, respectively. Adobe mortar ...
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    Experimental Testing of Shear Web Panels of Steel Plate Girders Strengthened by Fiber-Reinforced Polymer Composites 

    Source: Practice Periodical on Structural Design and Construction:;2024:;Volume ( 029 ):;issue: 004:;page 04024058-1
    Author(s): Muhammad Aslam Bhutto; Muhammad Masood Rafi
    Publisher: American Society of Civil Engineers
    Abstract: Steel plate girders are susceptible to web buckling due to slender web. This phenomenon creates an undesirable failure mode and limits their ultimate load capacity. The use of fiber-reinforced polymer (FRP) composite ...
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    Chemical and Mechanical Properties of Steel Rebars Manufactured in Pakistan and Their Design Implications 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 002
    Author(s): Muhammad Masood Rafi; Sarosh H. Lodi; Amir Nizam
    Publisher: American Society of Civil Engineers
    Abstract: The use of steel to reinforce concrete has been a long tradition, which is made possible by its strength and compatibility with concrete. Steel is also considered an ideal material for carrying out seismic-resistant ...
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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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    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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    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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