Araştırma Makalesi
BibTex RIS Kaynak Göster
Yıl 2018, Cilt: 2 Sayı: 2, 80 - 85, 15.08.2018

Öz

Kaynakça

  • 1. Nakamura, S., Japan monitoring of buoyancy effects to structures by tsunami water after heavy seismic shocks, in PIERS Proceedings 2015: Prague, Czech Republic. p. 1058-1060.
  • 2. Kabeyasawa, T., Y. Okuda, A. Fukai, H. Fukuyama, H. Kato, T. Ishihara, et al., Evaluation of lateral and buoyant forces on reinforced concrete buildings by the tsunami of the 2011 east japan earthquake, in WCEE2012: Lisboa.
  • 3. Yeh, H., AR. Barbosa, H. Ko, and J. Cawley, Tsunami loadings on structures review and analysis, in International Conference on Coastal Engineering ICCE2014: Seoul, Korea. p. 1-13.
  • 4. Japan Times. [cited 2017 27 July]; Available from http://www.japantimes.co.jp/tag/national-police-agency.
  • 5. Web Archive. [cited 2017 13 May]; Available from: http://web.archive.org/web/20131031173818/http://earthquake.usgs.gov:80/earthquakes/eqinthenews/2011/usc0001xgp
  • 6. Bikce, M., Örnek, M. and Cansız, Ö.F. & Quot; A case study & quot ;, Engineering Failure Analysis, 92: p. 553-565, 2018.
  • 7. FEMA. [cited 2017 13 May]; Available from: https://www.fema.gov/media-library-data/643d07bceee 8ade17eef8e11cf7a2abb/P-936_sec2_508.pdf
  • 8. FEMA. Design manual for retrofitting flood-prone residential structures, in Federal Emergency Management Agency 1986: ABD. p. 114.
  • 9. Ünsan, Y., Marmara denizi kıyılarında çalışacak depremden etkilenmeyecek yükleme boşaltma sistemlerinin dizaynı, in TİMAK-Tasarım İmalat Analiz Kongresi 2006: Balıkesir. p. 413-423.
  • 10. Yüksel, Y. ve E. Çevik, Kıyı mühendisliği. 2009, Türkiye: BETA yayınevi
  • 11. FEMA. [cited 2017 13 May]; Available from: www.fema.gov/media-library-data/20130726-1438-20490-1905/f084_atq_11aug11.pdf
  • 12. Konut dışı sel ihlali: özel ölü tehlike alanlarında yer alan binalar için gereklilikler ve sertifikalar ulusal sel sigortası programı, in NFIP Teknik Bülteni 1993, p.3-93.
  • 13. Tokimatsuan., K, S. Tamurab, H. Suzukia, and K. Katsumataa, Building damage associated with geotechnical problems in the 2011 Tohoku Pacific Earthquake. Soils&Found, 2012. 52(5): p. 956-974.
  • 14. Buoyantfoundation. [cited 2017 13 March]; Available from: www.buoyantfoundation.org/images/Solution_ Search_Competition_2015.pdf.
  • 15. Scribd. [cited 2017 13 May]; Available from: https://www.scribd.com/doc/188526836/BS-6349-1.
  • 16. Technical Standards and Commentaries for Port and Harbour Facilities in Japan, in The Overseas Coastal Area Development Institute of Japan OCDI2002: Japan.
  • 17. Technical Standards and Commentaries for Port and Harbour Facilities in Japan, in The Overseas Coastal Area Development Institute of Japan OCDI2009: Japan.
  • 18. PIANC. Approach channels, a guide for design. Supplement to Bulletin. 95, in General Secretariat of the Permanent International Association of Navigation Congresses1997: Brussels.
  • 19. Asce. [cited 2017 13 May]; Available from: http://www.asce.org/templates/publications-book-detail.aspx?id=6963.
  • 20. Asce. [cited 2017 13 May]; Available from: www.asce.org/sei_asce-7/.
  • 21. Eurocodes 1. [cited 2017 13 May]; Available from: www.eurocodes.fi/1991/paasivu1991/sahkoinen1991/EN%201991.pdf.
  • 22. Eurocodes 7. [cited 2017 13 May]; Available from: http://eurocodes.jrc.ec.europa.eu/doc/2013_06_WS_GEO/report/2013_06_WS_GEO.pdf.
  • 23. Resmi Gazete. [cited 2017 13 May]; Available from: www.resmigazete.gov.tr/eskiler/2007/03/20070306-3.htm.
  • 24. Ubak. [cited 2017 13 May]; Available from: http://www.ubak.gov.tr/BLSM_WIYS/DLH/tr/DOKUMANLAR/20101101_103133_10288_1_10315.pdf.
  • 25. Karakuş, H. and I.Ç. Güler., Blok tipi kıyı yapılarının sismik tasarımı, in Türkiye Deprem Mühendisliği ve Sismoloji Konferansı 2011, ODTÜ: Ankara.
  • 26. Udhb. [cited 2017 13 May]; Available from: www.udhb.gov.tr/images/hizlierisim/376e9ab1ea18327.pdf.
  • 27. İlbank. [cited 2017 13 May]; Available from: https://www.ilbank.gov.tr/dosyalar/icmesuyu/STATIK_BETONARME_TEKN_SART.pdf

Examining the risk of flotation in structures

Yıl 2018, Cilt: 2 Sayı: 2, 80 - 85, 15.08.2018

Öz

Lately, an increase in the number of
floors in structures that have been built on valuable land can be noticed.
While building these structures, a retaining wall is created, which is
necessary for a safe foundation, yet this also causes the formation of a closed
pool-like area. If the excavation site during construction is filled with water
due to various reasons, basement floors, which form closed volume, may move upwards.
The same problem may also be experienced in all elements that are underground
in flood susceptible areas. Unfortunately, engineers often overlook this
potential problem while focusing on the completed structure weight. This
flotation damage should not be confused with liquefaction of ground that occurs
as a result of unexpected movements in the structure due to the loss of the
bearing capacity of the ground. The necessary calculations to avoid this risk
are only conditioned for port and coastal structures in national standards and
codes. Hence, this study aims to demonstrate the conditions leading to
flotation in structures and necessary precautions to avoid them.

Kaynakça

  • 1. Nakamura, S., Japan monitoring of buoyancy effects to structures by tsunami water after heavy seismic shocks, in PIERS Proceedings 2015: Prague, Czech Republic. p. 1058-1060.
  • 2. Kabeyasawa, T., Y. Okuda, A. Fukai, H. Fukuyama, H. Kato, T. Ishihara, et al., Evaluation of lateral and buoyant forces on reinforced concrete buildings by the tsunami of the 2011 east japan earthquake, in WCEE2012: Lisboa.
  • 3. Yeh, H., AR. Barbosa, H. Ko, and J. Cawley, Tsunami loadings on structures review and analysis, in International Conference on Coastal Engineering ICCE2014: Seoul, Korea. p. 1-13.
  • 4. Japan Times. [cited 2017 27 July]; Available from http://www.japantimes.co.jp/tag/national-police-agency.
  • 5. Web Archive. [cited 2017 13 May]; Available from: http://web.archive.org/web/20131031173818/http://earthquake.usgs.gov:80/earthquakes/eqinthenews/2011/usc0001xgp
  • 6. Bikce, M., Örnek, M. and Cansız, Ö.F. & Quot; A case study & quot ;, Engineering Failure Analysis, 92: p. 553-565, 2018.
  • 7. FEMA. [cited 2017 13 May]; Available from: https://www.fema.gov/media-library-data/643d07bceee 8ade17eef8e11cf7a2abb/P-936_sec2_508.pdf
  • 8. FEMA. Design manual for retrofitting flood-prone residential structures, in Federal Emergency Management Agency 1986: ABD. p. 114.
  • 9. Ünsan, Y., Marmara denizi kıyılarında çalışacak depremden etkilenmeyecek yükleme boşaltma sistemlerinin dizaynı, in TİMAK-Tasarım İmalat Analiz Kongresi 2006: Balıkesir. p. 413-423.
  • 10. Yüksel, Y. ve E. Çevik, Kıyı mühendisliği. 2009, Türkiye: BETA yayınevi
  • 11. FEMA. [cited 2017 13 May]; Available from: www.fema.gov/media-library-data/20130726-1438-20490-1905/f084_atq_11aug11.pdf
  • 12. Konut dışı sel ihlali: özel ölü tehlike alanlarında yer alan binalar için gereklilikler ve sertifikalar ulusal sel sigortası programı, in NFIP Teknik Bülteni 1993, p.3-93.
  • 13. Tokimatsuan., K, S. Tamurab, H. Suzukia, and K. Katsumataa, Building damage associated with geotechnical problems in the 2011 Tohoku Pacific Earthquake. Soils&Found, 2012. 52(5): p. 956-974.
  • 14. Buoyantfoundation. [cited 2017 13 March]; Available from: www.buoyantfoundation.org/images/Solution_ Search_Competition_2015.pdf.
  • 15. Scribd. [cited 2017 13 May]; Available from: https://www.scribd.com/doc/188526836/BS-6349-1.
  • 16. Technical Standards and Commentaries for Port and Harbour Facilities in Japan, in The Overseas Coastal Area Development Institute of Japan OCDI2002: Japan.
  • 17. Technical Standards and Commentaries for Port and Harbour Facilities in Japan, in The Overseas Coastal Area Development Institute of Japan OCDI2009: Japan.
  • 18. PIANC. Approach channels, a guide for design. Supplement to Bulletin. 95, in General Secretariat of the Permanent International Association of Navigation Congresses1997: Brussels.
  • 19. Asce. [cited 2017 13 May]; Available from: http://www.asce.org/templates/publications-book-detail.aspx?id=6963.
  • 20. Asce. [cited 2017 13 May]; Available from: www.asce.org/sei_asce-7/.
  • 21. Eurocodes 1. [cited 2017 13 May]; Available from: www.eurocodes.fi/1991/paasivu1991/sahkoinen1991/EN%201991.pdf.
  • 22. Eurocodes 7. [cited 2017 13 May]; Available from: http://eurocodes.jrc.ec.europa.eu/doc/2013_06_WS_GEO/report/2013_06_WS_GEO.pdf.
  • 23. Resmi Gazete. [cited 2017 13 May]; Available from: www.resmigazete.gov.tr/eskiler/2007/03/20070306-3.htm.
  • 24. Ubak. [cited 2017 13 May]; Available from: http://www.ubak.gov.tr/BLSM_WIYS/DLH/tr/DOKUMANLAR/20101101_103133_10288_1_10315.pdf.
  • 25. Karakuş, H. and I.Ç. Güler., Blok tipi kıyı yapılarının sismik tasarımı, in Türkiye Deprem Mühendisliği ve Sismoloji Konferansı 2011, ODTÜ: Ankara.
  • 26. Udhb. [cited 2017 13 May]; Available from: www.udhb.gov.tr/images/hizlierisim/376e9ab1ea18327.pdf.
  • 27. İlbank. [cited 2017 13 May]; Available from: https://www.ilbank.gov.tr/dosyalar/icmesuyu/STATIK_BETONARME_TEKN_SART.pdf
Toplam 27 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Bölüm Research Articles
Yazarlar

Murat Bikçe

Yayımlanma Tarihi 15 Ağustos 2018
Gönderilme Tarihi 9 Mart 2018
Kabul Tarihi 11 Mayıs 2018
Yayımlandığı Sayı Yıl 2018 Cilt: 2 Sayı: 2

Kaynak Göster

APA Bikçe, M. (2018). Examining the risk of flotation in structures. International Advanced Researches and Engineering Journal, 2(2), 80-85.
AMA Bikçe M. Examining the risk of flotation in structures. Int. Adv. Res. Eng. J. Ağustos 2018;2(2):80-85.
Chicago Bikçe, Murat. “Examining the Risk of Flotation in Structures”. International Advanced Researches and Engineering Journal 2, sy. 2 (Ağustos 2018): 80-85.
EndNote Bikçe M (01 Ağustos 2018) Examining the risk of flotation in structures. International Advanced Researches and Engineering Journal 2 2 80–85.
IEEE M. Bikçe, “Examining the risk of flotation in structures”, Int. Adv. Res. Eng. J., c. 2, sy. 2, ss. 80–85, 2018.
ISNAD Bikçe, Murat. “Examining the Risk of Flotation in Structures”. International Advanced Researches and Engineering Journal 2/2 (Ağustos 2018), 80-85.
JAMA Bikçe M. Examining the risk of flotation in structures. Int. Adv. Res. Eng. J. 2018;2:80–85.
MLA Bikçe, Murat. “Examining the Risk of Flotation in Structures”. International Advanced Researches and Engineering Journal, c. 2, sy. 2, 2018, ss. 80-85.
Vancouver Bikçe M. Examining the risk of flotation in structures. Int. Adv. Res. Eng. J. 2018;2(2):80-5.



Creative Commons License

Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.