Journals / Jeodezi ve Jeoinformasyon Dergisi / 2011 / Sayı: 104

Full-Scale Monitoring of Wind-Induced Response of a Tall Building with Various Sensors and Preliminary Analysis Results Regarding Sensor Integration

Yüksek Bir Binanın Rüzgar Tepkisinin Farklı Sensörler ile Tam Ölçekli İzlenmesi ve Sensör Entegrasyonuna İlişkin Ön Analiz Sonuçları

Cemal Özer Yiğit(Selçuk Üniversitesi, Müh. Mim. Fak., Harita Mühendisliği Bölümü)
Cevat İnal(Selçuk Üniversitesi, Müh. Mim. Fak., Harita Mühendisliği Bölümü)
Pages
30–40
Publication Date
2011-12-01
DOI
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AI Summary & Key Takeaways

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

In this study, it is dealt with the monitoring of wind-induced response of a multistory reinforced concrete building using GPS and inclination sensor together, determining the natural frequency of the building and evaluating of both sensor in terms of capturing dynamic components of the building with comparative approach

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Full-Scale Monitoring of Wind-Induced Response of a Tall Building with Various Sensors and Preliminary Analysis Results Regarding Sensor IntegrationThe engineering structures are designed and constructed to be able resist against possible load that could be anticipated during expected service and lifetime.
📊
Key Findings & Data:Unlike low-rise building, it is necessary to take into account wind loading as much as seismic load as a dynamic load for high-rise structures in design stage.
💡
Conclusion & Impact:In this study, it is dealt with the monitoring of wind-induced response of a multistory reinforced concrete building using GPS and inclination sensor together, determining the natural frequency of the building and evaluating of both sensor in terms of capturing dynamic components of the building with comparative approach
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Yapı Performansının izlenmesi · Rüzgar yükü · GNSS

Abstract

Full-Scale Monitoring of Wind-Induced Response of a Tall Building with Various Sensors and Preliminary Analysis Results Regarding Sensor IntegrationThe engineering structures are designed and constructed to be able resist against possible load that could be anticipated during expected service and lifetime. Unlike low-rise building, it is necessary to take into account wind loading as much as seismic load as a dynamic load for high-rise structures in design stage. The monitoring of behaviour of the structures under wind load using sensors which has different ability provide future projects good and valuable information database as well as evaluating of stuctural health and control and calibration of project parameters accepted. In this study, it is dealt with the monitoring of wind-induced response of a multistory reinforced concrete building using GPS and inclination sensor together, determining the natural frequency of the building and evaluating of both sensor in terms of capturing dynamic components of the building with comparative approach

Özet

Mühendislik yapıları beklenen hizmet ve yaşam süreleri boyunca maruz kalacakları olası yükleri karşılayabilecek şekilde tasarlanır ve inşa edilirler. Kule, gökdelen vb. yüksek yapıların tasarımında, az katlı yapıların aksine, yapıya dinamik yük olarak etkiyen depremin yanısıra, rüzgar yüklerinin de göz önüne alınması gereklidir. Yapıların rüzgar yükü karşısındaki davranışlarının farklı özelliklere sahip sensörlerle izlenmesi, yapı sağlıklarının emniyetlerinin değerlendirilmesi, proje kabullerinin kontrol ve kalibrasyonu yanında, gelecek projelere ışık tutan değerli bir veri alt yapısı oluştururlar. Bu çalışmada, çok katlı betonarme yüksek bir yapının GPS ve eğim sensörü ile rüzgar tepkilerinin eş zamanlı izlenmesi, yapının doğal frekanslarının belirlenmesi ve her iki sensörün yapının dinamik davranışlarını yakalama kabiliyetleri açısından değerlendirilmesi karşılaştırmalı bir yaklaşımla ele alınmıştır

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Cite This Article

Yiğit, C. Ö., İnal, C. (2011). Full-Scale Monitoring of Wind-Induced Response of a Tall Building with Various Sensors and Preliminary Analysis Results Regarding Sensor Integration. Jeodezi ve Jeoinformasyon Dergisi, Sayı: 104, 30–40. https://ajindex.com/articles/208570

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References (29)

  1. AIJ: Recommendation for Load on Buildings, Architectural Insti- tue of Japan, Japan, 2005
  2. BREUER, P., CHMIELEWSKI, T., GORSKI, P., KONOPKA, E., TARCZYNSKI, L.: The Stuttgart TV Tower-displacement of the top caused by the effects of sun and wind, Eng Struct, 30:2771-2781., 2008
  3. BROWNJOHN, J.M.W., RIZOS, C., TAN, G.H., & PAN, T.C.,: Real-time long-term monitoring and static and dynamic disp- lacements of an offi ce tower, combining RTK GPS and acce- lerometer data. 1st FIG Int. Symp. on Engineering Surveys for Construction Works & Structural Eng., Nottingham, U.K., 28 June - 1 July, paper TS1.4, CD-ROM procs., 2004
  4. CHAN, W.S., XU, Y.L., DING, X.L., XIONG, Y.L., DAI, W.J.: As- sesment of Dynamic Measurement Accuracy of GPS in Three Directions, Journal of Surveying Engineering, Vol. 123, No 3, 108-117., 2006
  5. ÇELEBİ, M., SANLI, A.,: GPS in Pioneering Dynamic Monito- ring of Long-Period Structures Earthquake Spectra. 18(1):47- 61, 2002
  6. DANISCH, L., CHRZANOWSKI A., BOND J., BAZANOWSKI M., (2008). Fusion of geodetıc and mems sensors for integ- rated monitoring and analysis of deformations, 13th FIG Symp. on Deformation Measurement & Analysis and the 4th IAG Symp. on Geodesy for Geotechnical & Stuctural Eng., “Measuring the Changes”, Lisbon, Portugal, 12-15 May, paper 19, CD-ROM procs., 2008
  7. ERDOĞAN, H.: Mühendislik yapılarındaki dinamik davranış- ların jeodezik ölçmelerle belirlenmesi, Doktora tezi, Yıldız Teknik Üniversitesi Fen Bilimleri Enstitüsü,İstanbul, 2006
  8. GIKAS, V., AND DASKALAKIS, S.: Full scale validation of tracking total stations using a long stroke electrodynamic shaker, XXIII International FIG Congress, Munich, Oct 8-13., 2006
  9. GIKAS, V., DASKALAKIS, S. AND STATHAS, D.: Investiga- tion of the performance characteristics of tracking tache- ometers: preliminary tests and results, Proceedings of the international symposium on modern technologies, education and professional practice in geodesy and related fi elds, Sofi a, November 3-4., 2005
  10. HRISTOPULOS, D.T. MERTIKAS, S.P. ARHONTAKIS, I. BROWNJOHN J.M.W.: Using GPS for Monitoring Tall- Building Response to wind loading: Filtering of Abrubt Changes and Low-Frequency Noise, Variography and Spect- ral Analysis of Displacements. GPS Solut 11:85-95., 2007
  11. KJEWSKI, T., KAREEM, A.: Dynamic Wind Effects: a Com- parative Study of Provisions in Codes and Standarts with Wind Tunnel Data, Wind and Structures, Vol 1, No 1, 77- 109, 1998
  12. LI, Q.S., YANG, K., ZHANG, N., WONG, C.K. AND JEARY, P.,: Field Measurements of Amplitude-Dependent Damping in A 79-Storey Tall Building and Its Effects On The Structural Dyna- mic Responses, Struct. Design Tall Build., 11,129-153, 2002
  13. LI,X.,: Optimal Integrated Multi-sensor system for Full-Scale Struc- tural Monitoring Based on Advanced Signal Processing, PhD thesis, The University of New South Wales, Australia, 2006
  14. LI, X., GE, L., AMBIKAIRAJAH, E., RIZOS, C., TAMURA, Y., & YOSHIDA, A.,: Full-scale structural monitoring using an in- tegrated GPS and accelerometer system. GPS Solutions, 10(4), 233-247, 2006
  15. LI, X., YOSHIDA, A., TAMURA, Y., RIZOS, C., GE, L., & IMAI, R.,: How hybrid GPS-based surveying techniques can further assist with structural design and construction, 553-562. Int. Symp. on GPS/GNSS, Yokohama, Japan, 25-28 November., 2008
  16. LIU, H.,: Wind Engineering - A Handbook for Structural Engineers, 209 page, Prenctice-Hall, New Jersey, 1991
  17. LOVSE, J.W. TESKEY, W.F. LACHAPELLE, G. CANNON, M.E.: Dynamic Deformation Monitoring of Tall Structure Using GPS Technology. J Surv Eng ASCE 121(1):35-40, 1995
  18. OGAJA, C., RIZOS, C., WANG, J., & BROWNJOHN, J.M.W.,: A dynamic GPS system for on-line structural monitoring. Int. Symp. on Kinematic Systems in Geodesy, Geomatics & Naviga- tion (KIS2001), Banff, Canada, 5-8 June, 290-297., 2001
  19. PARK, H.S., SOHN, H.G., KIM, I.S., PARK, J.H.,: Application of GPS to monitoring of wind- induced Responses of high-rise buildings, Struct. Design Tall Spec. Build. 17:117-132, 2008
  20. ROBERTS, G.W. MENG, X. DODSON, A.H.: Structural Dyna- mic and Defl ection Monitoring Using Integrated GPS and Triaxial Accelerometers. ION GPS 2000. 19-22 September. Salt Lake City, Utah, USA, 2000
  21. SALAWU, O.S. & WILLIAMS, C.,: Review of full-scale dynamic testing of bridge structures, Engng Struct., 17:2,113-121, 1995
  22. TAMURA, Y.,: Design issues for tall buildings from acceleration to damping, The 11th International Conference on Wind Engi- neering, Lubbock, Texas, USA, June 2-5, 2003
  23. TAMURA, Y., MATSUI, M., PAGININI, L-C., ISHIBASHI, R., YOSHIDA, A., Measurements of wind-induced response of buildings using RTK-GPS., J Wind eng Ind Areodyn, 90:1783- 93., 2002
  24. TDY, Afet Bölgelerinde Yapılacak Yapılar Hakkında Yönetmelik,: Bayındırlık ve İskan Bakanlığı, Afet İşleri Genel Müdürlüğü, Ankara., 1998
  25. TS 500-2000, Betonarme Yapıların Hesap ve Yapım Kuralları,: Türk Standartları Enstitüsü, Ankara., 2000
  26. YİGİT, C.Ö., İNAL, C., YETKİN, M.,: Monitoring of Tall Building’s Dynamic Behaviour Using Precision Inclinati- on Sensors, 13th FIG Symp. on Deformation Measurement & Analysis and the 4th IAG Symp. on Geodesy for Geotechnical & Stuctural Eng., “Measuring the Changes”, Lisbon, Portugal, 12-15 May, paper 19, CD-ROM procs., 2008
  27. YİĞİT, C.Ö., İNAL, C., LI, X., GE, L., RIZOS, C., YETKİN, M., ARSLAN, M.H, DOĞANALP, S.,: Rixos Hotel Binasının Rüzgar Yükü Karşısındaki Tepkisinin GPS ve Yüksek Pre- sizyonlu Eğim Sensörü Verileri ile Analizi ve Sensörlerin Karşılaştırılması, 4. Ulusal Mühendislik Ölçmeleri Sempoz- yumu, s.111-121, 14-16 ekim, Trabzon, 2009
  28. YİĞİT, C.Ö., LI, X., İNAL, C., GE, L., YETKİN, M., ARSLAN, M.H.: Analysis Of Wind-Induced Response Of Tall Reinfor- ced Concrete Building Based On Data Collected By GPS And Precise Inclination Sensor, 14th FIG Congress 2010, Facing the Challenges – Building the Capacity, Sydney, Aus- tralia, 11-16 April, 2010-a
  29. YİĞİT, C.Ö., LI, X., İNAL, C., GE, L., YETKİN,M.: Prelimi- nary evaluation of precise inclination sensor and GPS for monitoring full-scale dynamic response of a tall reinforced concrete building, Journal of Applied Geodesy, Vol. 4 Issue 2, pages 103-113, ISSN (online) 1862-9024, ISSN(print) 1862- 9016, DOI: 10.1515/JAG.2010.010, 2010-b.