Influences of the Different Analytical Modes in the Nonlinear Pushover Analysis based on the External Elevator Well

Authors

  • Mo Shi
  • Xiaoxian Huang
  • Yunxia Li
  • Yeol Choi

DOI:

https://doi.org/10.54097/v08kdk92

Keywords:

Nonlinear Pushover Analysis; External Elevator; Existing RC Buildings; Analytical Modes; Seismic Analysis.

Abstract

Elevators are essential vertical transportation tools in contemporary society, providing convenience and crucial utilities, especially for the disabled. However, many existing RC (Reinforced Concrete) buildings were not designed with elevators. Demolishing these existing RC buildings for new construction could cause significant environmental issues, as rebuilding increases carbon dioxide emissions and conflicts with sustainable development goals. Consequently, adding external elevators to existing RC buildings is a practical solution to satisfy modern requirements. Despite their benefits, external elevators may cause structural issues during seismic events, while this is a topic that has received limited research attention. Addressing this gap, this research evaluates the structural performance of an external elevator well in an actual project on Jinzhong Rd, Shanghai City, using nonlinear pushover analysis. The study employs five different analytical modes (Point, Multipoint Uniform, Multipoint Triangle, Line Uniform, and Line Triangle) to analyze the specific external elevator well. By examining these analytical modes, this research aims to provide valuable insights and serve as a significant reference for future engineering projects involving nonlinear pushover analysis of external elevators in existing RC buildings. The findings are expected to enrich the analytical approach to nonlinear pushover analysis, contributing to a beneficial understanding and improved seismic performance of external elevator structures.

Downloads

Download data is not yet available.

References

Leung, B.C.M., “Greening existing buildings [GEB] strategies,” Energy Reports, vol. 4, pp. 159-206, Mar. 2018.https://doi.org/ 10.1016/j.egyr.2018.01.003.

Tan, Y., Liu, G., Zhang, Y., Shuai, C. and Shen, G.Q., “Green retrofit of aged residential buildings in Hong Kong: A preliminary study,” Building and Environment, vol. 143, pp. 89-98, Jul. 2018. https://doi.org/ 10.1016/j. buildenv. 2018. 06.058.

Li, J., Ng, S.T. and Skitmore, M., “Review of low-carbon refurbishment solutions for residential buildings with particular reference to multi-story buildings in Hong Kong,” Renewable and Sustainable Energy Reviews, vol. 73, pp.393-407, Jan. 2017. http://dx.doi.org/10.1016/j.rser.2017.01.105.

Pheng Low, S., Gao, S. and Lin Tay, W., “Comparative study of project management and critical success factors of greening new and existing buildings in Singapore,” Structural survey, vol. 32, no. 5, pp. 413-433, 2014. http://dx.doi.org/10.1108/SS-12-2013-0040.

Rotger-Griful, S., Jacobsen, R.H., Brewer, R.S. and Rasmussen, M.K., “Green lift: Exploring the demand response potential of elevators in Danish buildings,” Energy Research & Social Science, vol. 32, pp. 55-64, May, 2017. http://dx.doi. org/10. 1016/ j.erss.2017.04.011.

Liu, J., Zhang, H., Wang, L. and Zhu, N., “Research on the Restrictive Conditions of Elevator Installation to Existing Multi-storey Apartment Buildings in China,” IOP Conference Series: Earth and Environmental Science, vol. 563, no. 1, p. 012018. IOP Publishing. Nov. 2020. http://dx.doi. org/10. 1088/1755-1315/563/1/012018.

Hongxia, L. and Guofu, J., “The csQCA Analysis on Success or Failure of Adding Elevators to Old Buildings in China under the Multiple Coordination,” preprints.org, Nov. 2023. http://dx. doi. org/10.20944/preprints202311.0551.v1.

Zou, X., “Design and Application of Prefabricated Basic Components of Additional Elevators in Existing Buildings Based on BIM,” Forest Chemicals Review, pp.489-496, May. 2022.

You, H., Si, C., Ma, X. and Shang, J., “Overall and Local Wind Loads on Post-Installed Elevator Shaft of Existing Buildings,” Buildings, vol. 14, no. 1, p.110, Dec. 2023. https://doi. org/ 10.3390/buildings14010110.

Aşıkoğlu, A., Vasconcelos, G., Lourenço, P.B. and Pantò, B., “Pushover analysis of unreinforced irregular masonry buildings: Lessons from different modeling approaches,” Engineering Structures, vol. 218, p.110830, May. 2020. https:// doi. org/10.1016/j.engstruct.2020.110830.

Hsiao, F.P., Oktavianus, Y. and Ou, Y.C., “A pushover seismic analysis method for asymmetric and tall buildings,” Journal of the Chinese Institute of Engineers, vol. 38, no. 8, pp. 991-1001, Jul. 2015. http://dx.doi.org/10.1080/02533839.2015.1056553.

Dya, A.F.C. and Oretaa, A.W.C., “Seismic vulnerability assessment of soft story irregular buildings using pushover analysis,” Procedia Engineering, vol. 125, pp. 925-932, Nov. 2015. http://dx.doi.org/10.1016/j.proeng.2015.11.103.

Rofooei, F.R. and Mirjalili, M.R., “Dynamic-based pushover analysis for one-way plan-asymmetric buildings,” Engineering Structures, vol. 163, pp. 332-346, Mar. 2018. https://doi. org/10. 1016/j.engstruct.2018.02.052.

Liu, Y. and Kuang, J.S., “Spectrum-based pushover analysis for estimating seismic demand of tall buildings,” Bulletin of Earthquake Engineering, vol. 15, pp. 4193-4214, Apr. 2017. https:// doi.org/10.1007/s10518-017-0132-8.

Habibi, A., Saffari, H. and Izadpanah, M., “Optimal lateral load pattern for pushover analysis of building structures,” Steel and Composite Structures, vol. 32, no. 1, pp. 67-77, May. 2019. https:// doi.org/10.12989/scs.2019.32.1.067.

Khoshnoudian, F., Mestri, S. and Abedinik, F., “Proposal of lateral load pattern for pushover analysis of RC buildings,” Computational Methods in Civil Engineering, vol. 2, no. 2, pp. 169-183, Nov. 2011.

Mwafy, A.M. and Elnashai, A.S., “Static pushover versus dynamic collapse analysis of RC buildings,” Engineering structures, vol. 23, no. 5, pp.407-424, May. 2001. https:// doi. org/10.1016/S0141-0296(00)00068-7.

Azizi-Bondarabadi, H., Mendes, N. and Lourenço, P.B., “Higher mode effects in pushover analysis of irregular masonry buildings,” Journal of Earthquake Engineering, vol. 25, no. 8, pp. 1459-1493, Mar. 2019. https://doi.org/ 10.1080/136324 69.2019.1579770.

Soleimani, S., Aziminejad, A. and Moghadam, A.S., “Extending the concept of energy-based pushover analysis to assess seismic demands of asymmetric-plan buildings,” Soil Dynamics and Earthquake Engineering, vol. 93, pp. 29-41, Dec. 2016. http://dx.doi.org/10.1016/j.soildyn.2016.11.014.

Kuria, K.K. and Kegyes-Brassai, O.K., “Pushover Analysis in Seismic Engineering: A Detailed Chronology and Review of Techniques for Structural Assessment,” Applied Sciences, vol. 14, no. 1, p. 151, Dec. 2023. https://doi.org/ 10.3390/ app 14010151.

Shakeri, K., Tarbali, K. and Mohebbi, M., “Pushover analysis of asymmetric-plan buildings based on distribution of the combined modal story shear and torsional moment,” Earthquake Engineering and Engineering Vibration, vol. 13, pp. 707-716, Dec. 2014. https://doi.org/10.1007/s11803-014-0274-5.

Fujii, K., “Prediction of the largest peak nonlinear seismic response of asymmetric buildings under bi-directional excitation using pushover analyses,” Bulletin of Earthquake Engineering, vol. 12, pp. 909-938, Nov. 2013. https://doi. org/ 10. 1007/s10518-013-9557-x.

Hassan, W.M. and Reyes, J.C., “Assessment of modal pushover analysis for mid-rise concrete buildings with and without viscous dampers,” Journal of Building Engineering, vol. 29, p. 101103, Dec. 2019. https://doi.org/ 10.1016/ j. jobe. 2019. 101103.

Athanasios, P.B. and Triantafyllos, K.M., “Seismic Assessment of Asymmetric Single-Story RC Buildings by Modified Pushover Analysis Using the “Capable Near Collapse Centre of Stiffness”: Validation of the Method,” Journal of Earthquake Engineering, vol 26, no 2, pp. 980-1009, Dec. 2019. https:// doi.org/10.1080/13632469.2019.1698477.

Hakim, R.A., Alama, M.S. and Ashour, S.A., “Seismic Assessment of an RC Building Using Pushover Analysis,” Engineering, Technology & Applied Science Research, vol. 4, no. 3, pp. 631-635, Jun. 2014. https://doi. org/ 10. 48084/ etasr.428.

Hoang, V.L., Nguyen Dang, H., Jaspart, J.P. and Demonceau, J.F., “An overview of the plastic-hinge analysis of 3D steel frames,” Asia Pacific Journal on Computational Engineering, vol. 2, pp.1-34, Dec. 2015. https://doi.org/10.1186/s40540-015-0016-9.

Zhou, Y., Huang, D., Li, T. and Li, Y., “Second-order arbitrarily-located-refined plastic hinge model for high-strength steel frame design,” Journal of Constructional Steel Research, vol. 190, p.107112, Dec. 2021. https:// doi.org/ 10. 1016/ j.jcsr.2021.107112.

Botez, M.D., Bredean, L.A. and Ioani, A.M., “Plastic hinge vs. distributed plasticity in the progressive collapse analysis,” Acta Technica Napocensis: Civil Engineering & Architecture, vol. 57, no. 1, pp. 24-36, Jun. 2014.

Shi, M., Huang, X. and Choi, Y., “Mechanical Analysis of Adding External Elevators by The Different Placement to The Existing Buildings,” Academic Journal of Science and Technology, vol. 10, no. 2, pp.1-7, Apr. 2024. https://doi. org/ 10.54097/a3rzqg39.

Downloads

Published

20-08-2024

Issue

Section

Articles

How to Cite

Shi , M., Huang, X., Li , Y., & Choi, Y. (2024). Influences of the Different Analytical Modes in the Nonlinear Pushover Analysis based on the External Elevator Well. Academic Journal of Science and Technology, 12(1), 10-20. https://doi.org/10.54097/v08kdk92