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International Journal of Steel Structures

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11-12-2019

Numerical and Experimental Studies on Cyclic Behavior of Beam-to-Column Connection with Yielding Steel Damper

Authors: Reza Molavi, Mohsen Izadinia, Ali Reza Shahidi

Published in: International Journal of Steel Structures | Issue 2/2020

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Abstract

In this paper, cyclic behavior of a new type of beam-to-column connection comprising yielding damper with a circular pattern at depth of the beam was evaluated. The effects of different parameters on proposed connection behavior were also studied. Results of both finite element analysis and experimental tests showed that all the specimens of proposed connection have a stable cyclic behavior. Reliable design for damper at connection maintaining stiffness, strength, and energy dissipation in beam-to-column connections at an acceptable level concentrated inelastic deformations in damper, and also keeping structural members such as beams and columns in elastic range.

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AISC 341–10. (2010). Seismic provisions for structural, steel buildings. Chicago: American Institute of Steel Construction.

Banisheikholeslami, A., Behnamfar, F., & Ghandil, M. (2016). A beam-to-column connection with visco- hysteretic dampers for seismic damage control. Journal of Constructional Steel Research,117, 185–195.CrossRef

Che Chou, C., Wei Lo, S., & Show Liou, G. (2013). Internal flange stiffened moment connections with low- damage capability under seismic loading. Journal of Constructional Steel Research,87, 38–47.CrossRef

Chih Chen, C., Ming Lee, J., & Chih Lin, M. (2003). Behavior of steel moment connections with a single flange rib. Engineering Structures,25, 1419–1428.CrossRef

Engelhardt, M. D., & Husain, A. S. (1993). Cyclic- loading performance of welded flange-bolted web connections. Journal of Structural Engineering,119, 3537–3550.CrossRef

Fanaie, N., Kazerani, S., & Soroushnia, S. (2015). Numerical study of slotted web drilled flange moment frame connection. Numerical Methods in Civil Engineering,1, 16–23.

Farmani, M., & Ghassemieh, M. (2017). Steel beam-to-column connections equipped with SMA tendons and energy dissipating devices including shear tabs or web hourglass pins. Journal of Constructional Steel Research,135, 30–48.CrossRef

Hassanipour, A., Ahnavard, R., Mokhtari, A., & Rahnavard, N. (2015). Numerical investigation on reduced beam web section moment connections under the effect of cyclic loading. Journal of Multidisciplinary Engineering Science and Technology,119, 2054–2061.

Köken, A., & Köroglu, A. (2015). Experimental study on beam-to-column connections of steel frame structures with steel slit dampers. Journal of Performance of Constructed Facilities,29, 04014066.CrossRef

Kӧroğlu, M., Köken, A., & Dere, Y. (2018). Use of different shaped steel slit dampers in beam to column connections of steel frames under cycling loading. Advanced Steel Construction,14(2), 251–273.

Maleki, S., & Tabbakhha, M. (2016). Numerical study of slotted-web–reduced-flange moment connection. Journal of Constructional Steel Research,69, 1–7.CrossRef

Mirghaderi, S. R., Torabian, S., & Imanpour, A. (2010). Seismic performance of the accordion-web RBS connection. Journal of Constructional Steel Research,66(2), 277–288.CrossRef

Morrison, M., Schweizer, D., & Hassan, T. (2015). An innovative seismic performance enhancement technique for steel building moment resisting connections. Journal of Constructional Steel Research,109, 34–46.CrossRef

Morshedi, M., Dolatshahi, K., & Maleki, S. (2017). Double reduced beam section connection. Journal of Construction Steel Research,138, 283–297.CrossRef

Oh, S.-H., Kim, Y.-J., & Ryu, H.-S. (2009). Seismic performance of steel structures with slit dampers. Engineering Structures,31(9), 1997–2008.CrossRef

Rahnavard, R., Hassanipour, A., & Siahpolo, N. (2015). Analytical study on new types of reduced beam section moment connections affecting cyclic behavior. Case Studies in Structural Engineering,3, 33–51.CrossRef

Saffari, H., Hedayat, A., & Nejad, M. P. (2013). Post-northridge connections with slit dampers to enhance strength and ductility. Journal of Constructional Steel Research,80, 138–152.CrossRef

Saleh, A., Mirghaderi, S., & Zahrai, S. (2016). Cyclic testing of tubular web RBS connections in deep beams. Journal of Constructional Steel Research,117, 214–226.CrossRef

Stoakes, C., & Fahnestock, L. (2012). Cyclic flexural analysis and behavior of beam-column connections with gusset plates. Journal of Constructional Steel Research,72, 227–239.CrossRef

Tanaka, N. (2003). Evaluation of maximum strength and optimum haunch length of steel beam-end with horizontal haunch. Journal of Engineering Structures,25, 229–239.CrossRef

Vasdravellis, G., & Karavasilis, B. (2014). Design rules, experimental evaluation, andfracture models for high-strength and stainless steel hourglass shape energy dissipation devices. Journal of Structural Engineering,140(11), 04014087.CrossRef

Vasdravellis, G., Karavasilis, T., & Uy, B. (2013). Finite element models and cyclic behavior of self-centering steel post- tensioned connections connections with web hourglass pins. Engineering Structures,52, 1–16.CrossRef

Title: Numerical and Experimental Studies on Cyclic Behavior of Beam-to-Column Connection with Yielding Steel Damper
Authors: Reza Molavi
Mohsen Izadinia
Ali Reza Shahidi
Publication date: 11-12-2019
Publisher: Korean Society of Steel Construction
Published in: International Journal of Steel Structures / Issue 2/2020
Print ISSN: 1598-2351
Electronic ISSN: 2093-6311
DOI: https://doi.org/10.1007/s13296-019-00298-0

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