Journals / Turkish Journal of Engineering and Environmental Sciences / 2003 / Cilt: 27 - Sayı: 1

A Comparative Study of Torsionally Unbalanced Multi-Storey Structures under Seismic Loading

Pages
11–19
DOI
—
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

The UBC'97 coefficients are rather high with respect to the TEC'97 values.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:After a short review of the torsional irregularity requirements of the new Turkish Earthquake Code (TEC'97), a parametric study is carried out on various ten-storey shear-wall frames with rather high torsional irregularities.
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Key Findings & Data:The internal member forces are computed and compared in the solutions with 5% accidental eccentricity and with increased eccentricities, under seismic loading, according to TEC'97.
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Conclusion & Impact:The UBC'97 coefficients are rather high with respect to the TEC'97 values.
🔬Design:Review & Systematic Survey
📍Scope:Comprehensive Sample
⚙️Variables:Torsional irregularity · Seismic design · Seismic Codes

Abstract

After a short review of the torsional irregularity requirements of the new Turkish Earthquake Code (TEC'97), a parametric study is carried out on various ten-storey shear-wall frames with rather high torsional irregularities. The internal member forces are computed and compared in the solutions with 5% accidental eccentricity and with increased eccentricities, under seismic loading, according to TEC'97. Torsional amplification factors are introduced and calculated along the height of the buildings. The numerical solutions of the investigated buildings show that the maximum increase in the bending moments at the most critical beams and columns is about 10%. The torsional irregularity coefficients of the sample structures evaluated according to Uniform Building Code'97 and TEC'97 are also compared in the study, the computations of which are based on absolute and relative displacements, respectively. The UBC'97 coefficients are rather high with respect to the TEC'97 values.

Özet

After a short review of the torsional irregularity requirements of the new Turkish Earthquake Code (TEC'97), a parametric study is carried out on various ten-storey shear-wall frames with rather high torsional irregularities. The internal member forces are computed and compared in the solutions with 5% accidental eccentricity and with increased eccentricities, under seismic loading, according to TEC'97. Torsional amplification factors are introduced and calculated along the height of the buildings. The numerical solutions of the investigated buildings show that the maximum increase in the bending moments at the most critical beams and columns is about 10%. The torsional irregularity coefficients of the sample structures evaluated according to Uniform Building Code'97 and TEC'97 are also compared in the study, the computations of which are based on absolute and relative displacements, respectively. The UBC'97 coefficients are rather high with respect to the TEC'97 values.

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Cite This Article

GÜLAY, F. G., ÇALIM, G. (2003). A Comparative Study of Torsionally Unbalanced Multi-Storey Structures under Seismic Loading. Turkish Journal of Engineering and Environmental Sciences, Cilt: 27 - Sayı: 1, 11–19. https://ajindex.com/articles/369251

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