Journal of Structural and Construction Engineering

Journal of Structural and Construction Engineering

Investigation of Steel moment Frame with frictional-rotational dampers by endurance time method

Document Type : Original Article

Authors
Ali Salmani 1
Mohsen Ali Shayanfar 2
Masoud ZabihiSamani 3
1 Department of civil engineering, Iran university of science and technology , Tehran,,Iran
2 Associate Professor, Department of Civil Engineering, Iran University of Science and Technology
3 Assistant Professor, Department of Civil Engineering, Parand Branch, Islamic Azad University, Tehran, Iran
10.22065/jsce.2024.412689.3201
Abstract
The most comprehensive analysis methods are non-linear methods that require a lot of calculations. In this research, the endurance time method is used, that is a new dynamic method in which the need for calculations is reduced. In the endurance time method, the structures are subjected to specially designed acceleration functions and their response at different performance levels is estimated by each of the unit response history analyses, thus, significantly reducing the required computational demand. The design of rotational friction dampers in the studied structures was done based on the seismic performance index by endurance time method, and the sliding force of these dampers was uniformly distributed in the structure. The results of this research for two structures of 3 and 9 floors showed that the shear of the base is between 60 and 100%, as expected, considering that the structure was a moment frame at the beginning and had a different target time, and then braces were added to it. Increased. Due to the addition of the damper to the system, taking into account the relative increase in input energy, as expected, the amount of depreciated energy is between 10 and 97%. In relation to the study of drift, the reduction of the values in the floors was high, which was reported from 5 to more than 50% according to the results
Keywords
Endurance time method
Frictional-rotational dampers
Performance index
Time History analysis
Target time

Subjects

  1. Estekanchi HE, Basim MC. Optimal damper placement in steel frames by the Endurance Time method. The structural design of tall and special buildings. 2011;20(5):612-30.
  2. Ashrafzadeh P, Kheyrolahi A. Seismic Design of Steel Structures with Special Flexural Frame Based on Performance by Durability Method. Civil Engineering Journal. 2018;4(12):2926-36.
  3. Askari M, Li J, Samali B. Semi-active LQG control of seismically excited nonlinear buildings using optimal Takagi-Sugeno inverse model of MR dampers. Procedia Engineering. 2011;14:2765-72.
  4. Mualla I. Experimental & computational evaluation of a new friction damper device: Ph. D. Thesis, Dept. of Structural Engineering and Materials, Technical …; 2000.
  5. De Matteis G, Sarracco G, Brando G. Experimental tests and optimization rules for steel perforated shear panels. Journal of Constructional Steel Research. 2016;123:41-52.
  6. Mirzabagheri S, Sanati M, Aghakouchak A, Khadem S. Experimental and numerical investigation of rotational friction dampers with multi units in steel frames subjected to lateral excitation. Archives of civil and mechanical engineering. 2015;15(2):479-91.
  7. Can-tian Y, Ai-qun L. Experimental investigation on mechanical performance of rotational friction hinge damper. 工程力学. 2023;40(7):75-81.
  8. Kulaksizoglu AA, Yalcin C, Yilmaz C. Analytical and experimental investigation of a motion amplified rotational friction damper. Engineering Structures. 2023;288:116184.
  9. Sui W, Wang X, Wang Z, editors. Experimental study on mechanical properties of the steel friction pads used in a rotational friction damper. Structures; 2021: Elsevier.
  10. Wang Y, Zhou Z, Xie Q, Huang L. Theoretical analysis and experimental investigation of hysteretic performance of self-centering variable friction damper braces. Engineering Structures. 2020;217:110779.
  11. Gu Z, Lu W, Gao Y. Asymmetrical friction damper to improve seismic behavior of tension-only braces: An experimental and analytical study. Engineering Structures. 2022;256:114029.
  12. Mualla IH, Belev B. Performance of steel frames with a new friction damper device under earthquake excitation. Engineering Structures. 2002;24(3):365-71.
  13. Kim J, Choi H, Min KW. Use of rotational friction dampers to enhance seismic and progressive collapse resisting capacity of structures. The structural design of tall and special buildings. 2011;20(4):515-37.
  14. Patel C, Jangid R. Dynamic response of adjacent structuresconnected by friction damper. Earthquakes and Structures. 2011;2(2):149.
  15. Kaur N, Matsagar V, Nagpal A. Earthquake response of mid-rise to high-rise buildings with friction dampers. International Journal of High-Rise Buildings. 2012;1(4):311-32.
  16. Choi K-S, Kim H-J. Strength demand of hysteretic energy dissipating devices alternative to coupling beams in high-rise buildings. International Journal of High-Rise Buildings. 2014;3(2):107-20.
  17. Sanati M, Khadem S, Mirzabagheri S, Sanati H, Khosravieh M. Performance evaluation of a novel rotational damper for structural reinforcement steel frames subjected to lateral excitations. Earthquake Engineering and Engineering Vibration. 2014;13:75-84.
  18. Javidan MM, Kim J. A rotational friction damper-brace for seismic design of resilient framed structures. Journal of Building Engineering. 2022;51:104248.
  19. Bonchev G, Belev B, Mualla I. 11.32: Linked columns with friction dampers as a technique for seismic retrofit of steel moment resisting frames. ce/papers. 2017;1(2-3):3092-9.
  20. D’Aniello M, Zimbru M, Landolfo R, Latour M, Rizzano G, Piluso V. Finite element analyses on free from damage seismic resisting beam-to-column joints. Proceedings of COMPDYN. 2017.
  21. Latour M, D’Aniello M, Zimbru M, Rizzano G, Piluso V, Landolfo R. Removable friction dampers for low-damage steel beam-to-column joints. Soil Dynamics and Earthquake Engineering. 2018;115:66-81.
  22. Nabid N, Hajirasouliha I, Petkovski M. Performance-based optimisation of RC frames with friction wall dampers using a low-cost optimisation method. Bulletin of Earthquake Engineering. 2018;16(10):5017-40.
  23. Zhang R-H, Soong TT. Seismic design of viscoelastic dampers for structural applications. Journal of Structural Engineering. 1992;118(5):1375-92.
  24. Shukla A, Datta T. Optimal use of viscoelastic dampers in building frames for seismic force. Journal of Structural Engineering. 1999;125(4):401-9.
  25. Moreschi L, Singh M. Design of yielding metallic and friction dampers for optimal seismic performance. Earthquake engineering & structural dynamics. 2003;32(8):1291-311.
  26. Zhang A, Zhang Y, Liu A, Shao D, Li Q. Performance study of self-centering steel frame with intermediate columns containing friction dampers. Engineering Structures. 2019;186:382-98.
  27. Jarrahi H, Asadi A, Khatibinia M, Etedali S. Optimal design of rotational friction dampers for improving seismic performance of inelastic structures. Journal of Building Engineering. 2020;27:100960.
  28. Naeem A, Kim J. Seismic retrofit of structures using rotational friction dampers with restoring force. Advances in Structural Engineering. 2020;23(16):3525-40.
  29. Guo W, Guo L, Zhai Z, Li S. Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing. Soil Dynamics and Earthquake Engineering. 2022;152:107039.
  30. Abdollahpour A, Zahrai SM. Two-level control system of toggle braces having pipe damper and rotational friction damper. Structural Engineering and Mechanics. 2023;86(6):739.
  31. Li D, Zhou Y. A force-resisting rotary friction damper (RFD): Verification and comparison with traditional RFD. Engineering Structures. 2022;273:115015.
  32. Xu G, Ou J. Seismic performance of combined rotational friction and flexural yielding metallic dampers. Journal of Building Engineering. 2022;49:104059.
  33. Wilson EL. Three-dimensional static and dynamic analysis of structures. 2001.
  34. Estekanchi H, Valamanesh V, Vafai A. Application of endurance time method in linear seismic analysis. Engineering Structures. 2007;29(10):2551-62.
  35. Estekanchi HE, Mashayekhi M, Vafai HA. Endurance Time Excitation Functions: Intensifying Dynamic Loads for Seismic Analysis and Design: CRC Press; 2022.
  36. Valamanesh V, Estekanchi H. A STUDY OF ENDURANCE TIME METHOD IN THE ANALYSIS OF ELASTIC MOMENT FRAMES UNDER THREE. 2010.
  37. LIAO WI, Mualla I, LOH CH. Shaking‐table test of a friction‐damped frame structure. The Structural Design of Tall and Special Buildings. 2004;13(1):45-54.
  38. Ohtori Y, Christenson R, Spencer Jr B, Dyke S. Benchmark control problems for seismically excited nonlinear buildings. Journal of engineering mechanics. 2004;130(4):366-85.
  39. Masoud Zabihi-Samani, Mohammad Ghanooni-Bagha. Optimal semi-active structural control with a wavelet-based cuckoo-search fuzzy logic controller. Iranian Journal of Science and Technology, Transactions of Civil Engineering. 2019;43(4):619-634.
  40. Fereidoun Amini, Masoud Zabihi Samani. A wavelet‐based adaptive pole assignment method for structural control, 2014;29(6): 464-477.
  41. Farzam Moghadam-Rad, Panam Zarfam, Masoud Zabihi-Samani. The Effect of Dolphin Echolocation-Fuzzy Logic Controller in Semi-active control of structural systems by using endurance time method, 2023.
  42. Masoud Zabihi-Samani. Design of optimal slit steel damper under cyclic loading for special moment frame by cuckoo search. International Journal of Steel Structures. 2019;19(4): 1260-1271.
  43. Mohsen Ali Shayanfar, Ali Hatami, Masoud Zabihi-Samani, Behrouz Babakhani, Ali-Reza Faroughi. Simulation of the force-displacement behavior of reinforced concrete beams under different degrees and locations of corrosion. Scientia Iranica. 2004;29(3): 964-972.

 

  • Receive Date 12 September 2023
  • Revise Date 20 December 2023
  • Accept Date 25 January 2024