Computing steel frame analysis of behavior semi-rigid connection
Abstract
Semi-rigid connections are very economical compared to other connections because they can prevent the frame from breaking immediately due to brittleness without endangering the entire structure. Steel frame construction is one of the types of construction described in the building codes for simple seismic buildings. The research on the use of this semi-rigid connection uses one of the computer software that uses the finite element method, namely ANSYS ED.9, by taking validation models from experimental and manual calculation analysis and using 35 research models with different loads, positions and number of bolts and types of portal bracing. The ability to survive on the gantry due to side loads is dominated by the number and position of the bolts and the type of gantry stiffener used, this is evident from the different models, with the rise ratio in each model ranging from 0.7852 to 2.5900 and in ranges of softening compared to clamped stiffeners, which experience a decrease in stress, with the same ratio.
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Yang, R., & Zhou, X. (2019). Experimental Research and Theoretical Analysis of the Seismic Behavior of Prefabricated Semirigid Steel Frame with X-Shaped Braces. Advances in Civil Engineering. https://www.hindawi.com/journals/ace/2019/6857683/abs/
Yuan, H., Hong, H. P., Deng, H., & Bai, Y. (2018). Displacement ductility of staged construction-steel tube-reinforced concrete columns. Construction and Building Materials. https://www.sciencedirect.com/science/article/pii/S0950061818320816
Costanzo, S., D’Aniello, M., Lorenzo, G. Di, & ... (2019). Seismic design of two-storey X-bracings. … and Ductility of Steel …. https://books.google.com/books?hl=en&lr=&id=nSysDwAAQBAJ&oi=fnd&pg=PA262&dq=cold+formed+steel+drift+buckling+connection&ots=a9T7Jcjog3&sig=mnXSc-PMO6vOlxZTmA8lPkbSA58
Daudet, L. R., & Nguyen, H. (2018). Drift clip. US Patent 10,087,617. https://patents.google.com/patent/US10087617B2/en
Faridmehr, I., Tahir, M. M., Lahmer, T., & Osman, M. H. (2017). Seismic performance of steel frames with semirigid connections. Journal of Engineering. https://www.hindawi.com/journals/je/2017/5284247/
FRAME, L. (n.d.). ДГКМ MASE. Academia.Edu. https://www.academia.edu/download/63945015/2019-Evaluation_of_the_instability_behavior_of_the_laterally_displaced_thin-walled_steel_frame20200717-25808-hdico6.pdf
Gambhir, M. L. (2013). Fundamentals of Structural Steel Design, 1e. books.google.com. https://books.google.com/books?hl=en&lr=&id=A4JSAgAAQBAJ&oi=fnd&pg=PT16&dq=cold+formed+steel+drift+buckling+connection&ots=oe2-a_Kfos&sig=9HgQuxfXp-gAY_M79iyuGxzBRkw
Hoehler, M. S., Smith, C. M., Hutchinson, T. C., Wang, X., & ... (2017). Behavior of steel-sheathed shear walls subjected to seismic and fire loads. Fire Safety Journal. https://www.sciencedirect.com/science/article/pii/S0379711217300760
Jacobsen, E. (2017). Seismic Behaviour, Numerical Modelling and Displacement-Based Design of Steel Storage Rack Structures for Canadian Applications. publications.polymtl.ca. https://publications.polymtl.ca/2550/
Jeyarajan, S., Liew, J. Y. R., & Koh, C. G. (2015). Analysis of steel-concrete composite buildings for blast induced progressive collapse. International Journal of …. https://doi.org/10.1260/2041-4196.6.3.457
Mashalkar, M. R. V, & Narkhede, M. T. (n.d.). Review on Dynamic Evaluation of Wind & Earthquake Forces Resisting Systems for Tall Building. In academia.edu. http://www.academia.edu/download/52579532/IJSTEV3I8005.pdf
Mazzolani, F., Ricles, J. M., & Sause, R. (2009). Behaviour of Steel Structures in Seismic Areas: STESSA 2009. books.google.com. https://books.google.com/books?hl=en&lr=&id=LRWJDwAAQBAJ&oi=fnd&pg=PP1&dq=cold+formed+steel+drift+buckling+connection&ots=4gjgRoUEKN&sig=UiZOkVIeFGx6jnb8HR-Wx_FOy1U
McCormick, J., Fadden, M., & Buison, J. (2010). Cyclic testing of hollow structural sections for seismic applications in low to mid-rise moment frames. Tubular Structures XIII. https://books.google.com/books?hl=en&lr=&id=va3MBQAAQBAJ&oi=fnd&pg=PA175&dq=cold+formed+steel+drift+buckling+connection&ots=a6lfCaOTd9&sig=HRHz_mdC7UpyU04429byHg2h1zk
Nikoukalam, M. T., Mirghaderi, S. R., & ... (2015). Analytical study of moment-resisting frames retrofitted with shear slotted bolted connection. Journal of Structural …. https://www.researchgate.net/profile/Rasoul-Mirghaderi/publication/270574865_Analytical_Study_of_Moment-Resisting_Frames_Retrofitted_with_Shear_Slotted_Bolted_Connection/links/6259bcda4173a21a0d150787/Analytical-Study-of-Moment-Resisting-Frames-Retrofitted-with-Shear-Slotted-Bolted-Connection.pdf
Shakeel, S., Fiorino, L., & Landolfo, R. (2020). Behavior factor evaluation of CFS wood sheathed shear walls according to FEMA P695 for Eurocodes. Engineering Structures. https://www.sciencedirect.com/science/article/pii/S0141029620304831
Tapes, C. (2020). Cold-Formed Sigma Beams Retrofitted by Bonded.
Taufik, S. (2008). Behaviour of bolted connections with high strength and stainless steel. search.proquest.com. https://search.proquest.com/openview/8ec3401f1bad6e1c99240adaad476e9f/1?pq-origsite=gscholar%5C&cbl=2026366
Taufik, S., Baharom, S., & Xiao, R. Y. (2009). Computational Frame Analysis of Partially Restrained Connection with Strain Softening Effect. Proceedings of the Twelfth …. https://www.researchgate.net/profile/Syahril-Taufik/publication/269153200_Computational_Frame_Analysis_of_Partially_Restrained_Connections_with_Strain_Softening_Effects/links/57fc394108ae6ce92eb2b5b3/Computational-Frame-Analysis-of-Partially-Restrained-Connections-with-Strain-Softening-Effects.pdf
Yang, R., & Zhou, X. (2019). Experimental Research and Theoretical Analysis of the Seismic Behavior of Prefabricated Semirigid Steel Frame with X-Shaped Braces. Advances in Civil Engineering. https://www.hindawi.com/journals/ace/2019/6857683/abs/
Yuan, H., Hong, H. P., Deng, H., & Bai, Y. (2018). Displacement ductility of staged construction-steel tube-reinforced concrete columns. Construction and Building Materials. https://www.sciencedirect.com/science/article/pii/S0950061818320816
Authors
Efendi, A. W. (2022). Computing steel frame analysis of behavior semi-rigid connection. International Journal of Advanced Science and Computer Applications, 2(1), 1–6. https://doi.org/10.47679/ijasca.v2i1.17
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