{"id":5696,"date":"2026-05-07T23:25:28","date_gmt":"2026-05-07T15:25:28","guid":{"rendered":"\/jase\/?post_type=tkuisotope&p=5696"},"modified":"2026-06-30T22:40:41","modified_gmt":"2026-06-30T14:40:41","slug":"detecting-web-attacks-with-end-to-end-deep-learning","status":"publish","type":"tkuisotope","link":"\/jase\/?tkuisotope=detecting-web-attacks-with-end-to-end-deep-learning","title":{"rendered":"Detecting web attacks with end-to-end deep learning"},"content":{"rendered":"\n
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<\/i> 2021<\/a><\/p>\n<\/div>\n\n\n\n

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<\/i> Volume 24, Issue 6<\/a><\/p>\n<\/div>\n\n\n\n

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Muhammad Tayyab Naqash1<\/sup><\/i><\/a><\/p>\n\n\n\n

1<\/sup>Department of Civil Engineering, Islamic University in Madinah, Saudi Arabia<\/p>\n<\/div>\n\n\n\n

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Received:\u00a0April 1, 2021
Accepted:\u00a0April 25, 2021
Publication Date:\u00a0May 7, 2026<\/p>\n<\/div>\n<\/div>\n\n\n\n

\"\u4e0a\u50b3\u5716\u7247\"\n\n\n

Principle of capacity design.<\/p>\n<\/div>\n<\/div>\n\n\n\n

<\/i> Copyright <\/strong>The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0)<\/a>, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.<\/p>\n\n\n\n

Download Citation:  BibTeX <\/a>| http:\/\/dx.doi.org\/10.6180\/jase.202112_24(6).0012<\/a>  <\/p>\n\n\n\n

Download PDF<\/a><\/p>\n\n\n\n

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Modern seismic code relies on the capacity design approach to assure ductility. When the capacity design dictates, the frames are dimensioned for strength. Inadvertently, stiffness often presents itself as a dominating parameter in MRFs (Moment Resisting Frames), especially with strict drift limits. In this research, rigid steel moment-resisting frames have been designed as per Eurocodes provisions. Initially, the results obtained from modal analysis and nonlinear analyses are concisely elaborated in such a way to highlight the complexities of Eurocode 8 design procedures. Various parameters are assessed to evaluate their influences on high and medium ductility classes. A simplified predictive method is proposed through tables, graphs, and flowcharts. Several combinations are suggested where for an assumed ductility class, a specific drift limit is defined. The elastic overstrength, redundancy factor, and reserve overstrength factors are indicated with the confidence to allow an un-iterated design approach for steel moment-resisting frames designed with a pre-determined strategy for failure mechanisms by improving the design approach of Eurocode 8.<\/p>\n\n\n\n

Keywords:\u00a0Damageability, Ductility, Drift limits, Eurocodes, Moment resisting frames, Seismic design, Capacity design<\/em><\/p>\n\n\n\n

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