Seismic Performance of Damper Installed In High-Rise Steel Building In Bangladesh

Authors

  • T. Tabassum
  • K.S. Ahmed

DOI:

https://doi.org/10.33736/jcest.876.2018

Abstract

This research paper describes the results of analysis of the seismic behavior of a thirty story steel building with and without damper under different earthquake acceleration signals. The proposed procedure placed the various types of damper like friction damper, bilinear damper and exponential damper on the top three floors of the building. The study compares the different performances such as the joint displacement, joint acceleration, the base force of structure with and without damper for a thirty-story steel building using ETAB2015. The study further performs time history analysis for different seismic accelerograms to observe the actual time domain responses of the structure. Linear time-history analysis on this steel building structure indicates that maximum displacement, maximum base force, and maximum acceleration effectively reduce in the presence of damper at top three floors of the building.

References

Balakrishna G.S, J. Jacob. Seismic Analysis of Building Using Two Types of Passive Energy Dissipation Devices. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), e-ISSN: 2278-1684, p-ISSN: 2320-334X, PP 13-19.

Khan W., Dr. S. Akhtar, A. Hussain (2014). Non- linear time history analysis of tall structure for a seismic load using a damper. International Journal of Scientific and Research Publications, Volume 4, Issue 4, ISSN 2250-3153, April 2014.

Lopez I., J.M. Busturia, H. Nijmeijer (2003). Energy dissipation of a friction damper. Journal of Sound and Vibration, 278 (2004) 539-561, October 2003.

https://doi.org/10.1016/j.jsv.2003.10.051

Purasinghe R. Seismic Evaluation and Retrofit of A Moment Frame Building With Viscous Dampers, Professor of Civil Engineering, California State University at Los Angeles, California.

Rao S-S. Mechanical Vibrations. 5th-edition.

Shaukat Khan Q, A. Ullah Case and M. Ilyas (2013). Improved Seismic Response of RC Frame Structures by Using Fluid Viscous Dampers. Pak. J. Engg. & Appl. Sci., July 2013, Volume. 13, (p. 8-18).

Saiful Islam A.B.M., M. Jameel, Md. A. Uddin, M. Zamin Jumaat (2012). Competent Building Elevation for Incorporating Base Isolation in Aseismic Structure. International Conference on Advances Science and Contemporary Engineering, ICASCE 2012.

Thakur V.M and P.D. Pachpor (2012). Seismic Analysis of Multistoried Building with TMD (Tuned Mass Damper). International Journal of Engineering Research and Applications (IJERA), Volume 2, ISSN: 2248-9622, Issue 1, pp. 319-326.

Wolff E. D., E C. Ipek, M. C. Constantinou and M. Tapan (2014). Effect of viscous damping devices on the response of seismically isolated structures. Published online in Wiley Online Library, DOI:10.1002/eqe.24643, 2014.

https://doi.org/10.1002/eqe.2464

Khan, W. (2014). Nonlinear time history analysis of tall structure for seismic load using damper. International Journal of Scientific and Research Publications, Volume 4, ISSN: 2250-3153, Issue 4.

Heysami, A. (April 2015). Types of Dampers and their Seismic Performance During an Earthquake. Current World Environment. Volume 10 ,Special Issue 1, 1002-1015.

https://doi.org/10.12944/CWE.10.Special-Issue1.119

Brock, J. E. (1946). A Note on the Damped Vibration Absorber. Journal of Applied Mechanics. ASME 13, A-284.

https://doi.org/10.1115/1.4009588

Kaynia, A. M. and Veneziano, D., Biggs, J. M. (1981). Seismic Effectiveness of Tuned Mass Dampers. Journal of the Structural Division. ASCE (107), 1465- 1484.

https://doi.org/10.1061/JSDEAG.0005760

Wong, K. F., and Johnson, J. G. (2009). Seismic Energy Dissipation of Inelastic Structures with Multiple Tuned Mass Dampers. Journal of Engineering Mechanics. 135(4), 265-275.

https://doi.org/10.1061/(ASCE)0733-9399(2009)135:4(265)

Sladek, J. R., and Klingner, R. E. (1983). Effect of Tuned Mass Dampers on Seismic Response. Journal of Structural Engineering. ASCE (109), 2004-2009.

https://doi.org/10.1061/(ASCE)0733-9445(1983)109:8(2004)

Villaverde, R., and Aguirre, M., and Hamilton C. (2005). A seismic Roof Isolation System Built with Steel Oval Elements: Exploratory Study. Earthquake Spectra. Volume 21, No 1, pp. 225-241.

https://doi.org/10.1193/1.1850528

http://www.masterbuilder.co.in/seismic-protection-systems/

Chukwuma E., Kingsley C. O., Gregg E. B., Gary C. H. and Can S. The Benefits of Using Viscous Dampers in a 42-Story Building 7 May 2010.

Downloads

Published

2018-04-30

How to Cite

Tabassum, T., & Ahmed, K. (2018). Seismic Performance of Damper Installed In High-Rise Steel Building In Bangladesh. Journal of Civil Engineering, Science and Technology, 9(1), 1–12. https://doi.org/10.33736/jcest.876.2018