Araştırma Makalesi

Pounding Of Adjacent RC Buildings During Seismıc Loads

Cilt: 22 Sayı: 1 30 Haziran 2009
Mizam Doğan , Ayten Günaydın
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Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi Kapak Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi
TR EN

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

Kaynakça

  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.

Ayrıntılar

Birincil Dil

Türkçe

Konular

İnşaat Mühendisliği

Bölüm

Araştırma Makalesi

Yazarlar

Ayten Günaydın Bu kişi benim

Yayımlanma Tarihi

30 Haziran 2009

Gönderilme Tarihi

1 Temmuz 2017

Kabul Tarihi

22 Ocak 2009

Yayımlandığı Sayı

Yıl 2009 Cilt: 22 Sayı: 1

IZ

https://izlik.org/JA28CU69RE

Kaynak Göster

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. ESOGÜ Müh Mim Fak Derg. 2009;22(1):129-145. https://izlik.org/JA28CU69RE
Chicago
Doğan, Mizam, ve 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 (01 Haziran 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 ve A. Günaydın, “Pounding Of Adjacent RC Buildings During Seismıc Loads”, ESOGÜ Müh Mim Fak Derg, c. 22, sy 1, ss. 129–145, Haz. 2009, [çevrimiçi]. Erişim adresi: 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 (01 Haziran 2009): 129-145. https://izlik.org/JA28CU69RE.
JAMA
1.Doğan M, Günaydın A. Pounding Of Adjacent RC Buildings During Seismıc Loads. ESOGÜ Müh Mim Fak Derg. 2009;22:129–145.
MLA
Doğan, Mizam, ve Ayten Günaydın. “Pounding Of Adjacent RC Buildings During Seismıc Loads”. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, c. 22, sy 1, Haziran 2009, ss. 129-45, https://izlik.org/JA28CU69RE.
Vancouver
1.Mizam Doğan, Ayten Günaydın. Pounding Of Adjacent RC Buildings During Seismıc Loads. ESOGÜ Müh Mim Fak Derg [Internet]. 01 Haziran 2009;22(1):129-45. Erişim adresi: https://izlik.org/JA28CU69RE

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