ABSTRACT

The structural response of moment-resisting frame buildings adjacent to a deep excavation in soft to medium clays is presented. Results of 54 advanced numerical simulations of linear-elastic and nonlinear-inelastic buildings adjacent to a deep excavation were employed to derive a mathematical expression that includes building-soil-excavation interactions and post-yielding behavior of the structural members. The location of the building within the primary influence zone, the fundamental elastic period of the building, the structural aspect ratio, and the underlying settlement troughs are used to describe the vertical structural response of moment-resisting frame buildings. The structural response is hypothesized to be controlled by the internal redistribution of forces computed during the numerical analyses and parametric studies.

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REFERENCES

ASCE. (2016). Minimum design loads for buildings and other structures. American Society of Civil Engineers.
Giardina, G., Hendriks, M. A. N., and Rots, J. G. (2015). “Sensitivity study on tunnelling induced damage to a masonry façade.” Eng. Struct., Elsevier Ltd, 89, 111–129.
Goh, K. H., and Mair, R. J. (2014). “Response of framed buildings to excavation-induced movements.” Soils Found., Elsevier, 54(3), 250–268.
Hsieh, P.-G., and Ou, C.-Y. (1998). “Shape of ground surface settlement profiles caused by excavation.” Can. Geotech. J., 35(6), 1004–1017.
Ou, C.-Y. (2006). Deep Excavation, Theory and Practice. Taylor & Francis/Balkema, London, UK.
Potts, D. M., and Addenbrooke, T. I. (1997). “A structure’s influence on tunnelling-induced ground movements.” Proc. Inst. Civ. Eng. - Geotech. Eng., 109–125.
Son, M., and Cording, E. J. (2005). “Estimation of building damage due to excavation-induced ground movements.” J. Geotech. Geoenvironmental Eng., 131(2), 162–177.
Uribe-Henao, A. F. (2021). Ground movements and nonlinear-inelastic response of buildings induced by excavations in glacial clay deposits. Doctoral Dissertation, Univeristy of Central Florida.
Uribe-Henao, A. F., Arboleda-Monsalve, L. G., and Mackie, K. (2022). “Soil-Structure Interaction on Excavation-Induced Response of Moment-Resisting Frame Buildings A.” Geo-Congress 2022 Deep Found. Earth Retention, Undergr. Constr., Charlotte, NC, 341–350.

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Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 551 - 560

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Published online: Mar 23, 2023

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A. Felipe Uribe-Henao, M.ASCE [email protected]
1Senior Staff Professional, Geosyntec Consultants, Kennesaw, GA. Email: [email protected]
Luis G. Arboleda-Monsalve, M.ASCE [email protected]
2Assistant Professor, Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Orlando, FL. Email: [email protected]
Kevin Mackie, F.ASCE [email protected]
3Professor, Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Orlando, FL. Email: [email protected]

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