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Tytuł artykułu

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

Treść / Zawartość
Identyfikatory
Warianty tytułu
PL
Wpływ cech konstrukcyjnych wysokościowca na jego stan pod wpływem poziomych obciążeń sejsmicznych
Języki publikacji
EN
Abstrakty
EN
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.
PL
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.
Rocznik
Strony
49--54
Opis fizyczny
Bibliogr. 20 poz., wykr.
Twórcy
  • Warsaw University of Technology, Institute of Automatic Control and Robotics, Warsaw, Poland
autor
  • Industrial Research Institute for Automation and Measurements PIAP, Warsaw, Poland
  • Industrial Research Institute for Automation and Measurements PIAP, Warsaw, Poland
  • Zhytomyr State Technological University, Zhytomyr, Ukraine
  • Zhytomyr State Technological University, Zhytomyr, Ukraine
autor
  • Zhytomyr State Technological University, Zhytomyr, Ukraine
Bibliografia
  • 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 highrise 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.al of Central South University”
  • 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., Augere 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.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d400c3f2-09a4-4a47-b20f-2675249f24c7
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