Reference
[1] Khalilzadehvahidi, E., Khalil Zadeh Vahidi, P., & Moradi, R. (2019). Performance Pathology of Historic Adobe Structures and Their Methods of Retrofitting.
Karafan Quarterly Scientific Journal,
16(45), 53-66.
https://karafan.tvu.ac.ir/article_100531 .html?lang=en
[2] Zare, M., Kamranzad, F., Parcharidis, I., & Tsironi, V. (2017, November 12).
Preliminary report of Mw7. 3 Sarpol-e Zahab, Iran earthquake on November 12, 2017. E. report.
https://www.emsc-csem.org/Files/news/Earthquakes_reports/ Preliminary_ report_ M7.3_20171112_v3.pdf
[3] Hosseini Hashemi, B., & Kiani, B. (2018). Performance of Steel Structures and Associated Lessons to be Learned from November 12, 2017, Sarpol-e Zahab-Ezgeleh Earthquake (MW 7.3).
Journal of JSEE,
20(3), 33-46.
http://www.jsee. ir/article_240778.html
[4] Miyajima, M., Fallahi, A., Ikemoto, T., Samaei, M., Karimzadeh, S., Setiawan, H., Talebi, F., & Karashi, J. (2018). Site Investigation of the Sarpole-Zahab Earthquake, Mw 7.3 in SW Iran of November 12, 2017.
JSCE Journal of Disaster FactSheets, 1-11.
https://committees.jsce.or.jp/disaster/system/files/FS2018-E0002_0.pdf
[5] Hosseini Hashemi, B., Kiani, B., & Farshchi, H. (2018). Performance of RC Structures and Associated Lessons to be Learned from November 12, 2017, Sarpol-e Zahab-Ezgeleh Earthquake (MW 7.3).
Journal of JSEE,
20(3), 19-32.
http://www.jsee.ir/ article_240777.html
[11] Chen, Y., Chen, C., Jiang, H., Liu, T., & Wan, Z. (2019). Study of an innovative graded yield metal damper.
Journal of Constructional Steel Research,
160, 240-254.
https://doi.org/10.1016/j.jcsr.2019.05.028
[12] Anoushehei, M., Daneshjoo, F., Mahboubi, S., & Hashemi, M. H. (2018). Empirical evaluation of cyclic behavior of rotational friction dampers with different metal pads.
Scientia Iranica,
25(6), 3021-3029.
https://doi.org/10.24200/sci.2017.4225
[13] Gholizad, A., & Morawej Nekoo, M. (2018). Seismic Performance of a Novel Configuration of Rotational Friction Damper in X Bracings.
Amirkabir Journal of Civil Engineering,
49(4), 653-664.
https://doi.org/10.22060/ceej.2017.8672.4555
[14] Bonchev, G., Belev, B., & Mualla, I. (2017). Linked columns with friction dampers as a technique for seismic retrofit of steel moment resisting frames.
ce/papers,
1, 3092-3099.
https://doi.org/10.1002/cepa.361
[15] Hadianfard, m. a. (2015). Rehabilitation of Steel Structures by Using the Rotational Friction Dampers.
Journal Of Ferdowsi Civil Engineering,
26(2), 152-162.
https:// doi.org/10.22067/civil.v26i2.49196
[16] Barmo, A., Mualla, I., & Hasan, H. (2015). The Behavior of Multi-Story Buildings Seismically Isolated System Hybrid Isolation (Friction, Rubber and with the Addition of Rotational Friction Dampers).
Open Journal of Earthquake Research,
4(1), 1-13.
https://doi.org/10.4236/ojer.2015.41001
[17] Shirkhani, A., Mualla, I. H., Shabakhty, N., & Mousavi, S. R. (2015). Behavior of steel frames with rotational friction dampers by endurance time method.
Journal of Constructional Steel Research,
107, 211-222.
https://doi.org/10.1016/j.jcsr.2015.01.016
[18] Sanati, M., Khadem, S. E., Mirzabagheri, S., Sanati, H., & Khosravieh, M. Y. (2014). Performance evaluation of a novel rotational damper for structural reinforcement steel frames subjected to lateral excitations.
Earthquake Engineering and Engineering Vibration,
13(1), 75-84.
https://doi.org/10.1007/s11803-014-0213-5
[19] Mirzabagheri, S., Sanati, M., Aghakouchak, A. A., & Khadem, S. E. (2015). Experimental and numerical investigation of rotational friction dampers with multi units in steel frames subjected to lateral excitation.
Archives of Civil and Mechanical Engineering,
15(2), 479-491.
https://doi.org/10.1016/j.acme.2014.05.009
[21] Papadopoulos, P., Salonikios, T., Dimitrakis, S., & Papadopoulos, A. (2013). Experimental investigation of a new steel friction device with link element for seismic strengthening of structures.
Structural Engineering and Mechanics,
46(4), 487-504.
https://doi.org/10.12989/sem.2013.46.4.487
[22] Monir, H. S., & Zeynali, K. (2013). A modified friction damper for diagonal bracing of structures.
Journal of Constructional Steel Research,
87, 17-30.
https://doi.org/10. 1016/j.jcsr.2013.04.004
[23] Roh, J.-E., Hur, M.-W., Choi, H.-H., & Lee, S.-H. (2018). Development of a Multiaction Hybrid Damper for Passive Energy Dissipation.
Shock and Vibration,
2018, 1-16.
https://doi.org/10.1155/2018/5630746
[24] Latour, M., D’Aniello, M., Zimbru, M., Rizzano, G., Piluso, V., & Landolfo, R. (2018). Removable friction dampers for low-damage steel beam-to-column joints.
Soil Dynamics and Earthquake Engineering,
115, 66-81.
https://doi.org/10.1016/j.soild yn.2018.08.002
[25] Zimbru, M., D'Aniello, M., Martino, A., Latour, M., Rizzano, G., & Piluso, V. (2018). Investigation on Friction Features of Dissipative Lap Shear Connections by Means of Experimental and Numerical Tests.
The Open Construction and Building Technology Journal,
12(1), 154-169.
https://doi.org/10.2174/1874836801812010154
[26] Mirzaeefard, H., Mirtaheri, S. M., & Rahmani Samani, H. (2017). Response Modification Factor of Steel Structures Equipped with Cylindrical Frictional Dampers.
Amirkabir Journal of Civil Engineering,
49(3), 453-462.
https://doi.org/ 10.22060/ceej.2016.689
[27] Kim, J., & Kim, S. (2017). Performance-based seismic design of staggered truss frames with friction dampers.
Thin-Walled Structures,
111, 197-209.
https://doi.org/10.10 16/j.tws.2016.12.001
[28] Wang, G., Wang, Y., Yuan, J., Yang, Y., & Wang, D. (2017). Modeling and experimental investigation of a novel arc-surfaced frictional damper.
Journal of Sound and Vibration,
389, 89-100.
https://doi.org/10.1016/j.jsv.2016.11.019
[30] Martínez, C. A., & Curadelli, O. (2017). Testing and performance of a new friction damper for seismic vibration control.
Journal of Sound and Vibration,
399, 60-74.
https://doi.org/10.1016/j.jsv.2017.03.022
[31] Bayat, M., & Zahrai, M. (2016). Impact of Friction Dampers on Improving Seismic Performance of Rigid and Semi-Rigid.
Journal of Structure & Steel,
1395(19), 67-75.
http://journalisss.ir/article-1-63-fa.html
[32] Experimental Studies of New Hybrid Inertia Rotational Friction Damper and the Compare of It’s Performance with Inertia Rotational Viscous Damper. (2017).
Journal of Structure & Steel,
1395(20), 23-30.
http://journalisss.ir/article-1-176-fa.html
[33] Lee, C.-H., Kim, J., Kim, D., Ryu, J., & Ju, Y. K. (2016). Numerical and experimental analysis of combined behavior of shear-type friction damper and non-uniform strip damper for multi-level seismic protection.
Engineering Structures,
114, 75-92.
https://doi.org/10.1016/j.engstruct.2016.02.007
[34] Samani, H. R., Mirtaheri, M., & Zandi, A. P. (2015). Experimental and numerical study of a new adjustable frictional damper.
Journal of Constructional Steel Research,
112, 354-362.
https://doi.org/10.1016/j.jcsr.2015.05.019
[35] Kazemia, M. T., & Hoseini, H. (2015). Performance Evaluation of Viscoelastic and Friction Passive Damping System in Steel Structures.
Journal of Structural Engineering and Geo-Techniques,
5(2), 1-23.
http://www.qjseg.ir/article_749.html
[36] Bagheri, S., Barghian, M., Saieri, F., & Farzinfar, A. (2015). U-shaped metallic-yielding damper in building structures: Seismic behavior and comparison with a friction damper.
Structures,
3, 163-171.
https://doi.org/10.1016/j.istruc.2015.04.003
[37] Mirzaei Fard, H., & Mirtaheri, M. (2015). Seismic evaluation and selection of optimal location of cylindrical friction dampers in steel structures.
Journal of Structural and Construction Engineering (JSCE),
2(4), 18-30.
https://www.sid.ir/fa/journal/View Paper.aspx?id=285749
[38] Zahrai, S. M., & Alaei, H. (2016). Response Modification Factor for Dual System of Medium Ductility Steel Moment Frame Concentric Braced with Pall Friction Damper.
Sharif Journal of Civil Engineering,
31.2(4.2), 91-99.
http://sjce.journals. sharif.edu/article_935.html?lang=en
[39] Mahmoudi, M., Mirzaei, A., & Vosough, S. (2013). Evaluating Equivalent Damping and Response Modification Factors of Frames Equipped by Pall Friction Dampers.
Journal of Rehabilitation in Civil Engineering,
1(1), 78-92.
https://doi.org/10.22075/jrce.2013.7
[41] Wu, B., Zhang, J., Williams, M. S., & Ou, J. (2005). Hysteretic behavior of improved Pall-typed frictional dampers.
Engineering Structures,
27(8), 1258-1267.
https:// doi.org/10.1016/j.engstruct.2005.03.010
[42] Nabid, N., Hajirasouliha, I., & Petkovski, M. (2021). Simplified Method for Optimal Design of Friction Damper Slip Loads by Considering Near-Field and Far-Field Ground Motions.
Journal of Earthquake Engineering,
25(9), 1851-1875.
https://doi.org/10.1080/13632469.2019.1605316
[43] Shirai, K., Nagaoka, A., Fujita, N., & Fujimori, T. (2019). Optimal Damper Slip Force for Vibration Control Structures Incorporating Friction Device with Sway-Rocking Motion Obtained Using Shaking Table Tests.
Advances in Civil Engineering,
2019, 6356497.
https://doi.org/10.1155/2019/6356497
[44] Ontiveros Pérez, S., Miguel, L., & Miguel, L. (2017). Robust Simultaneous Optimization of Friction Damper for the Passive Vibration Control in a Colombian Building.
Procedia Engineering,
199, 1743-1748.
https://doi.org/10.1016/j.proeng. 2017.09.430
[45] Bagheri, S., Hadidi, A., & Bastami, N. (2015). Determination of Slip Load of Friction Dampers Based on Target Ductility in Different Stories of Building Frames.
Journal of Civil and Environmental Engineering,
45.2(79), 1-11.
https://ceej.tabrizu.ac.ir/ article_3836.html?lang=en
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