The Effect of High-Rise Building Features on Their State under the Horizontal Seismic Loads

eng Article in English DOI: 10.14313/PAR_220/49

send Igor Korobiichuk *, Michał Nowicki **, Katarzyna Rzeplińska-Rykała **, Andrii Shostachuk ***, Dmytro Shostachuk ***, Artem Sazonov *** * Warsaw University of Technology, Institute of Automatic Control and Robotics, Warsaw, Poland ** Industrial Research Institute for Automation and Measurements PIAP, Warsaw, Poland *** Zhytomyr State Technological University, Zhytomyr, Ukraine

Download Article

Abstract

The action of high-rise building state under the horizontal seismic loads is considered. The action of elastic features of the high-rise buildings supporting structures on their stressed state change with the horizontal seismic loads is defined and the appropriate correction factor is presented.

Keywords

Earth seismic motion, high-rise building, horizontal seismic loads, stressed state

Wpływ cech konstrukcyjnych wysokościowca na jego stan pod wpływem poziomych obciążeń sejsmicznych

Streszczenie

W artykule opisano zachowanie wysokościowca pod wpływem poziomych obciążeń sejsmicznych. Opisano stan odkształceń sprężystych struktur nośnych w wysokich budynkach pod wpływem drgań sejsmicznych, oraz przedstawiono odpowiedni współczynnik korekcyjny.

Słowa kluczowe

poziome obciążenia sejsmiczne, ruchy sejsmiczne Ziemi, stan obciążenia, wysokościowiec

Bibliography

  1. Shostachuk A.M., Emergence of environmental hazards upon construction of high-rise buildings in urban conditions. Proceedings of the 6th International Scientific Conference “Practical aerospace and high technology”, dedicated to the 100th anniversary of the birth of Academician S.P. Koroliov, Zhytomyr, January 9-11, 2007, 92–93.
  2. Safak E., Kaya Y., Skolnik D., Ciudad-Real M., Al Mulla H., Megahed A., Recorded response of a tall buildings in Abu Dhabi from a distant large earthquake. NCEE 2014 – 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering. 2014.
  3. Chen Q.-J., Yuan W.-Z., Li Y.-C., Cao L.-Y., Dynamic response characteristics of super high-rise buildings subjected to long-period ground motions. “Journal of Central South University”, Vol. 20, Issue 5, 2013, 1341–1353, DOI: 10.1007/s11771-013-1621-9.
  4. Korobiichuk I., Shostachuk A., Shostachuk D., Shadura V., Nowicki M., Szewczyk R., Development of the Operation Algorithm for a Automated System Assessing the High-rise Building. “Solid State Phenomena”, Vol. 251, 230–236. DOI:10.4028/www.scientific.net/SSP.251.230.
  5. Tang Y., Zhao X., Field testing and analysis during top-down construction of super-tall buildings in Shanghai. “KSCE Journal of Civil Engineering”, Vol. 20, Issue 2, 2016, 647–661, DOI: 10.1007/s12205-015-1529-z.
  6. Nikolaev S.V., Safety and reliability of highrise buildings is a set of high-profile solutions. “Construction security” [Безопасность и надёжность высотных зданий – это комплекс высокопрофильных решений. Строительная безопасность], 2005, http://www.securpress.ru/issue/sb/2005/visot_safety.htm.
  7. Li J., Xie X., Zhang Q., Fang P., Wang W., Distress evaluation and remediation for a highrise building with pile-raft foundation, “Journal of Performance of Constructed Facilities”, Vol. 28, Issue 4, 2014, DOI: 10.1061/(ASCE)CF.1943-5509.0000503.
  8. Kozak J., High-rise building structures [Конструкции высотных зданий], M.: Stroiizdat, 1986, 308 p.
  9. Dorvash S., Pakzad S., Naito C., Hodgson I., Yen B., Application of state-of-the-art in measurement and data analysis techniques for vibration evaluation of a tall building. “Structure and Infrastructure Engineering”, Vol. 10, Issue 5, 2014, 654–669, DOI: 10.1080/15732479.2012.757795.
  10. Poulos H.G., Challenges in the design of tall building foundations. Geotechnical Engineering. Vol. 45, Issue 4, 2014, 108–113.
  11. Popov N., Wind impact on high-rise buildings [Воздействия ветра на высотные здания]. “Tall Buildings”, No. 3, 2007, 66–69.
  12. Stoyanoff S., Xie J., Wind loads: problems and solutions [Ветровые загрузки: проблемы и решения]. “Tall Buildings”, Vol. 2, 2007, 82–85.
  13. Systems for improvement of structure seismic stability (materials of Nikken Sekkei) [Системы поышения сейсмостойкости сооружений (материалы компании Nikken Sekkei)]. Tall Buildings, No. 1, 2010, 100–103.
  14. Wang G., Zhang S., Zhou C., Iu W., Correlation between strong motion durations and damage measures of concrete gravity dams, “Soil Dynamics and Earthquake Engineering”, Vol. 69, 2015, 148–162, DOI: 10.1016/j.soildyn.2014.11.001.
  15. Chipko S.A., Burtseva O.A., Compensation system for the high-rise structure fluctuations in an active seismic area [Система компенсации колебаний высотного сооружения в сейсмоактивной зоне]. http://www.ivdon.ru/uploads/article/pdf/IVD_45_Chipko.pdf_2249.pdf.
  16. Volkov D., Zheltukhin S., Preferred frequencies for coupling of seismic waves and vibrating tall buildings. “Soil Dynamics and Earthquake Engineering”, Vol. 74, 2015, 25–39, DOI: 10.1016/j.soildyn.2015.03.004
  17. Valla M., Gueguen P., Augère B., Goular D., Perrault M., Remote modal study of reinforced concrete buildings using a multipath lidar vibrometer. “Journal of Structural Engineering” (United States). Vol. 141, Issue 1, 2015, DOI: 10.1061/(ASCE)ST.1943-541X.0001087.
  18. Kostinakis K., Athanatopoulou A., Morfidis K., Correlation between ground motion intensity measures and seismic damage of 3D R/C buildings, “Engineering Structures”, Vol. 82, 2015, 151–167, DOI: 10.1016/j.engstruct.2014.10.035.
  19. Nguyen Quoc Dong, Dynamic calculation of highrise buildings upon earthquake [Динамический расчет многоэтажных зданий при землетрясении]. Abstract IA to for PhD in Engineering. Specialty 05.23.17, GOU VPO Saint Petersburg State Architectural and Construction University Science, St. Petersburg 2010.
  20. Pisarenko G.S., Yakovlev A.P., Matveev V.V., Material resistance manual [Справочник по сопротивлению материалов]. Naukova Dumka, Kiev 1988.