Research Article

Pounding Of Adjacent RC Buildings During Seismıc Loads

Volume: 22 Number: 1 June 30, 2009
Mizam Doğan , Ayten Günaydın
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Journal of Engineering and Architecture Faculty of Eskisehir Osmangazi University Cover Journal of Engineering and Architecture Faculty of Eskisehir Osmangazi University
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Pounding Of Adjacent RC Buildings During Seismıc Loads

Öz

Turkey is in high seismic risk zone. On a possible earthquake, adjacent buildings

which are not separated from each other properly are under pounding risk. Although gap size

requirements are given in Turkish Earthquake Code (TEC), in Turkey, adjacent buildings are still

been constructing with insufficient gap sizes. In this paper; results of pounding and effects of

pounding to structural elements of buildings are studied. Stress analyses are made on frame models

for different impact points and analysis results are discussed. It is concluded that pounding forces

are not completely absorbable because of their high values but their effects on structure can be

reduced by placing elastic materials between adjacent buildings or by reinforcing structural systems

with cast-in-place reinforced concrete (RC) walls.

Anahtar Kelimeler

Adjacent building,pounding (impact),seismic load,gab

References

  1. [1] S. Muthukumar and R. DesRoches, “A Hertz contact model with non-linear damping for simulation”, Earthquake Eng. and Structural Dynamics, Vol. 35, pp. 811-828, 2006.
  2. [2] S.E. AbdelRaheem, “Seismic pounding between adjacent building structures”, Electronic Journal of Structural Engineering, Vo. 6, pp. 66-74, 2006.
  3. [3] B.D.Westermo, “The Dynamics of interstructural connection to prevent pounding”, Earthquake Engineering and Structural Dynamics, Vol. 18, pp. 687-699, 1989.
  4. [4] B.F. Maison and K.Kasai, “Analysis for type of structural pounding”, Journal of Structural Engineering, Vol. 116(4), pp. 957-975, 1990.
  5. [5] S.A. Anagnostopoulos, “Pounding of buildings in series during earthquakes”, Earthquake Engineering and Structural Dynamics, Vol.16, pp. 443-456, 1988.
  6. [6] S.A. Anagnostopoulos, “An Investigation of earthquake induced pounding between adjacent buildings”, Earthquake Eng.and Structural Dynamics, Vol. 21, pp. 289-302, 1992.
  7. [7] D.L. Garcia, “Discussion on: Critical building separation in reducing pounding risk under earthquake excitation”, Structural Safety, Vol. 27, pp. 393-396, 2005.
  8. [8] V.A. Matsagar and R.S. Jangid, “Viscoelastic damper connected to adjacent structures involving seismic isolation”, Journal of Civil Engineering and Management, Vol. 11(4), pp. 309-322,2005.
  9. [9] The Ministry of Public Works and Settlement, Turkish Earthquake Code, 2007.
  10. [10] C.E.N. Eurocode 8: Design of Structures for Earthquake Resistance, European Committee for Standardization, 1998.

Details

Primary Language

Turkish

Subjects

Civil Engineering

Journal Section

Research Article

Authors

Ayten Günaydın This is me

Publication Date

June 30, 2009

Submission Date

July 1, 2017

Acceptance Date

January 22, 2009

Published in Issue

Year 2009 Volume: 22 Number: 1

IZ

https://izlik.org/JA28CU69RE

Cite

RIS / Bibtex
APA
Doğan, M., & Günaydın, A. (2009). Pounding Of Adjacent RC Buildings During Seismıc Loads. Eskişehir Osmangazi Üniversitesi Mühendislik Ve Mimarlık Fakültesi Dergisi, 22(1), 129-145. https://izlik.org/JA28CU69RE
AMA
1.Doğan M, Günaydın A. Pounding Of Adjacent RC Buildings During Seismıc Loads. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi. 2009;22(1):129-145. https://izlik.org/JA28CU69RE
Chicago
Doğan, Mizam, and Ayten Günaydın. 2009. “Pounding Of Adjacent RC Buildings During Seismıc Loads”. Eskişehir Osmangazi Üniversitesi Mühendislik Ve Mimarlık Fakültesi Dergisi 22 (1): 129-45. https://izlik.org/JA28CU69RE.
EndNote
Doğan M, Günaydın A (June 1, 2009) Pounding Of Adjacent RC Buildings During Seismıc Loads. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi 22 1 129–145.
IEEE
[1]M. Doğan and A. Günaydın, “Pounding Of Adjacent RC Buildings During Seismıc Loads”, Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, vol. 22, no. 1, pp. 129–145, June 2009, [Online]. Available: https://izlik.org/JA28CU69RE
ISNAD
Doğan, Mizam - Günaydın, Ayten. “Pounding Of Adjacent RC Buildings During Seismıc Loads”. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi 22/1 (June 1, 2009): 129-145. https://izlik.org/JA28CU69RE.
JAMA
1.Doğan M, Günaydın A. Pounding Of Adjacent RC Buildings During Seismıc Loads. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi. 2009;22:129–145.
MLA
Doğan, Mizam, and Ayten Günaydın. “Pounding Of Adjacent RC Buildings During Seismıc Loads”. Eskişehir Osmangazi Üniversitesi Mühendislik Ve Mimarlık Fakültesi Dergisi, vol. 22, no. 1, June 2009, pp. 129-45, https://izlik.org/JA28CU69RE.
Vancouver
1.Mizam Doğan, Ayten Günaydın. Pounding Of Adjacent RC Buildings During Seismıc Loads. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi [Internet]. 2009 Jun. 1;22(1):129-45. Available from: https://izlik.org/JA28CU69RE

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