Seismic Performance of Damper Installed In High-Rise Steel Building In Bangladesh
DOI:
https://doi.org/10.33736/jcest.876.2018Abstract
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
How to Cite
Issue
Section
License
During the manuscript submission process, the corresponding author, on behalf of all authors, will be asked to agree to the terms of the Open Access Publishing Agreement by checking the designated agreement box (see Copyright & Licensing for more information).
Open Access Publishing Agreement
1) By agreeing to these terms, the author(s) retain full copyright and grant UNIMAS Publisher the right of first publication. The author(s) also grant UNIMAS Publisher permission to reproduce, recreate, translate, extract, or summarize, and to distribute and display in any forms, formats, and media. The author(s) can reuse their papers in their future printed work without first requiring permission from UNIMAS Publisher, provided that the author(s) acknowledge and refer to the publication in the Journal.
2) The author(s) agree that their articles published under UNIMAS Publisher are distributed under the terms of the Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License (CC BY-NC-SA 4.0), which permits unrestricted use, distribution, and reproduction in any medium, for non-commercial purposes, provided the original work of the author(s) is properly cited.
3) The author(s) are responsible for ensuring their submitted work is original and does not infringe any existing copyright, trademark, patent, statutory right, or proprietary right of others. The corresponding author has obtained permission from all co-authors prior to submission to the journal. Upon submission of the manuscript, the author(s) agree that no similar work has been or will be submitted or published elsewhere in any language. If the submitted manuscript includes materials from others, the authors have obtained permission from the copyright owners.
4) By agreeing to this statement, the author(s) declare that the research which they have conducted complies with the current laws of the respective country and UNIMAS Journal Publication Ethics Policy. Any experimentation or research involving humans or the use of animal samples must obtain approval from the Human or Animal Ethics Committee in their respective institutions. The author(s) agree and understand that UNIMAS Publisher is not responsible for any compensational claims or failure caused by the author(s) in fulfilling the above-mentioned requirements. The author(s) must accept the responsibility for releasing their materials upon request by the Chief Editor or UNIMAS Publisher.
5) The author(s) should have participated sufficiently in the work and ensured the appropriateness of the content of the article. The author(s) should also agree that they have no commercial attachments (e.g., patent or license arrangement, equity interest, consultancies, etc.) that might pose any conflict of interest with the submitted manuscript. The author(s) also agree to make any relevant materials and data available upon request by the editor(s) or UNIMAS Publisher.
