Performance of Rigid Steel Frames under Adequate Soil Conditions Using Seismic Code Provisions

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ISSN Print: 2164-3164
ISSN Online: 2164-3172
www.scirp.org/journal/ojce
E-mail: ojce@scirp.org

"Performance of Rigid Steel Frames under Adequate Soil Conditions Using Seismic Code Provisions"
written by Muhammad Tayyab Naqash, Qazi Umar Farooq,
published by Open Journal of Civil Engineering, Vol.8 No.2, 2018

has been cited by the following article(s):

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[2]	Assessment of seismic capacity for reinforced concrete frames with perforated unreinforced brick masonry infill wall
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[3]	Seismic Evaluation of Steel Moment Resisting Frames (MRFs)—Supported by Loose Granular Soil
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[4]	Codal Requirements Using Capacity Design Philosophy, and Their Applications in the Design of Steel Structures in Seismic Zones
	2018

[5]	A Review of the Vibration Analysis Methods for Frame Structures

[1]	Validation of numerical results of complex seismic analysis through simple analytics Journal of Umm Al-Qura University for Engineering and Architecture, 2024 DOI:10.1007/s43995-023-00045-x

[2]	A comparative analysis of design and analysis methods for steel connections: contrasting American and European perspectives Journal of Umm Al-Qura University for Engineering and Architecture, 2024 DOI:10.1007/s43995-023-00037-x

[3]	Using a Full-Scale Mock-Up of Skylight to Evaluate Its Performance Following Standards Criteria Arabian Journal for Science and Engineering, 2022 DOI:10.1007/s13369-022-06817-2

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