Abstract
The most important
principle of the earthquake-resistant design of reinforced concrete structures
is that the structural elements must carry both vertical loads and horizontal
loads as a whole. For this reason, it is required that the structural elements
carry their own weight with sufficient safety and the loads arose from external
forces must be transferred safely to the load carrying vertical elements.
However, discontinuity of the slabs disturbs the integrity of the structures and
causes problems in transferring earthquake loads to the structural elements. In
this study, the effect of slab discontinuity in plan on seismic behaviors of
multi - storey reinforced concrete structures was investigated by using
incremental linear dynamic analysis method. To investigate this irregularity
situation, one regular and three irregular multi-storey reinforced concrete
building models were selected. Dynamic envelopes of the structures were obtained
from the analysis results and compared with each other. Thus, it was observed
that the irregular structures subjected to more shear force than the regular
structure.
References
- 1.Özmen, C. and Ünay, A.İ. (2007). Commonly Encountered Seismic Design Faults due to the Architectural Design of Residential Buildings in Turkey. Building and Environment, 42, 1406–1416. 2.Ulucan Z.Ç. and Yön B. (2008). Nonlinear Earthquake Response of A2 Slab Discontinuity Irregularity Structures Using Rigid and Elastic Diaphragm Assumptions. Science and Engineering Journal of Fırat University, 20, 315–323. 3.Yön B., Öncü M.E, and Ulucan ZÇ. (2010). Investigation of Effect of Slab Opening Location to the Shear Stress. Journal of Pamukkale University Engineering Science, 16, 45-51. 4.Celep Z. and Kumbasar, N. (2004). Introduction to Earthquake Engineering and earthquake resistant structural design. pp. 700. Beta Distribution, İstanbul. 5.Turkish Sesimic Code, (2007). Anakara-Turkey. 6.SAP 2000 V9.0.1. (2004). Integrated Finite Element Analysis and Design of Structures, Computer and Structures Inc. Berkeley, California. 7.Pacific Earthquake Engineering Research Center Strong Motion Database 8.SeismoArtif v2.1: A computer program for generating artificial earthquake accelerograms matched to a specific target response spectrum. Available at: www.seismosoft.com [July 19, 2013] 9.SeismoSignal v5.1 - A computer program for the processing of strong-motion data. Available at: www.seismosoft.com [July 19, 2013]
Abstract
References
- 1.Özmen, C. and Ünay, A.İ. (2007). Commonly Encountered Seismic Design Faults due to the Architectural Design of Residential Buildings in Turkey. Building and Environment, 42, 1406–1416. 2.Ulucan Z.Ç. and Yön B. (2008). Nonlinear Earthquake Response of A2 Slab Discontinuity Irregularity Structures Using Rigid and Elastic Diaphragm Assumptions. Science and Engineering Journal of Fırat University, 20, 315–323. 3.Yön B., Öncü M.E, and Ulucan ZÇ. (2010). Investigation of Effect of Slab Opening Location to the Shear Stress. Journal of Pamukkale University Engineering Science, 16, 45-51. 4.Celep Z. and Kumbasar, N. (2004). Introduction to Earthquake Engineering and earthquake resistant structural design. pp. 700. Beta Distribution, İstanbul. 5.Turkish Sesimic Code, (2007). Anakara-Turkey. 6.SAP 2000 V9.0.1. (2004). Integrated Finite Element Analysis and Design of Structures, Computer and Structures Inc. Berkeley, California. 7.Pacific Earthquake Engineering Research Center Strong Motion Database 8.SeismoArtif v2.1: A computer program for generating artificial earthquake accelerograms matched to a specific target response spectrum. Available at: www.seismosoft.com [July 19, 2013] 9.SeismoSignal v5.1 - A computer program for the processing of strong-motion data. Available at: www.seismosoft.com [July 19, 2013]
Details
| Primary Language | English |
|---|---|
| Subjects | Engineering |
| Journal Section | TJST |
| Authors | |
| Publication Date | March 1, 2018 |
| Submission Date | February 4, 2017 |
| Published in Issue | Year 2018 Volume: 13 Issue: 1 |