Machel Leigh Morrison

Works (7)

Updated: July 5th, 2023 15:38

2019 journal article

An Unstiffened Eight-Bolt Extended End-Plate Moment Connection for Special and Intermediate Moment Frames

JOURNAL OF STRUCTURAL ENGINEERING, 145(7).

By: M. Morrison n, D. Schweizer*, S. Quayyum* & T. Hassan n

TL;DR: Bolted extended end-plate (BEEP) moment-resisting connections are prequalified for use in special and intermediate moment frames and the current limits of this prequalification dictate that these connections cannot be used in special moment frames. (via Semantic Scholar)
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Source: Web Of Science
Added: June 17, 2019

2019 journal article

Performance Evaluation of Surface-Activated Solid-State Welding for ASTM A992 Structural Steel

JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 31(8).

By: M. Morrison n, J. Gould*, I. Charit* & T. Hassan n

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Added: July 1, 2019

2017 journal article

Performance enhancement of eight bolt extended end-plate moment connections under simulated seismic loading

ENGINEERING STRUCTURES, 151, 444–458.

By: M. Morrison n, S. Quayyum n & T. Hassan n

author keywords: Extended end-plate connection; Modified bolt arrangement; End plate stiffener; Stress concentration
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Added: August 6, 2018

2016 conference paper

Influence of notch geometry on the notch vicinity stress and strain responses

Proceedings of the ASME Pressure Vessels and Piping Conference, 2016, Vol 1A.

By: A. Robert n, M. Morrison n & T. Hassan n

Source: NC State University Libraries
Added: August 6, 2018

2016 journal article

Resilient welded steel moment connections by enhanced beam buckling resistance

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 127, 77–91.

By: M. Morrison n & T. Hassan n

author keywords: Steel moment connection; Seismic performance enhancement; Beam plastic hinge; Heat-treated beam section; Web reinforcement
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Added: August 6, 2018

2016 journal article

Seismic Enhancement of Welded Unreinforced Flange-Bolted Web Steel Moment Connections

JOURNAL OF STRUCTURAL ENGINEERING, 142(11).

By: M. Morrison n, D. Schweizer* & T. Hassan n

author keywords: Steel moment connection; Seismic performance enhancement; Beam plastic hinge; Heat-treated beam section; Reduced beam section; Modified WUF-B; Metal and composite structures
TL;DR: Detailed finite element (FE) analysis of post-Northridge WUF-B connections is presented to better understand the mechanisms which limited connection ductility in laboratory tests and provides the benefit of reduced field welding and UT inspection without sacrificingconnection ductility and seismic performance. (via Semantic Scholar)
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Added: August 6, 2018

2016 conference paper

Thermomechanical fatigue response and constitutive modeling for Haynes 230

Proceedings of the ASME Pressure Vessels and piping conference, 2016, vol 5.

By: M. Morrison n, R. Ahmed n & T. Hassan n

Source: NC State University Libraries
Added: August 6, 2018

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