Response of Building Frame to Vibrations Induced by Tunneling Study Using Shake-Table Tests-Reference-Cited by-同舟云学术

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Response of Building Frame to Vibrations Induced by Tunneling Study Using Shake-Table Tests

Published:2024-05 Issue:2 Volume:29 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Kumar Vivek¹^ORCID,Anand Praveen²^ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, National Institute of Technology, Patna, Bihar 800005, India; Assistant Engineer, Dept. of Planning and Development, Government of Bihar, India. ORCID:

2. Ph.D. Candidate, Dept. of Civil Engineering, National Institute of Technology, Patna, Bihar 800005, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1397

Reference26 articles.

1. Numerical modelling of the seismic response of a tunnel–soil–aboveground building system in Catania (Italy)

2. Framed building response to tunnelling on different types of foundations;Anand P.;Iran. J. Sci. Technol. Trans. Civ. Eng.,2023

3. The impact of underground tunnel excavation on adjacent buildings during earthquake case study: Shiraz Underground, Iran;Azadi M.;Electron. J. Geotech. Eng.,2007

4. Chapman, D. N., N. Metje, and A. Stark. 2017. Introduction to tunnel construction. 2nd ed. London: Spon Press. https://doi.org/https://doi.org/10.1201/9781315120164.

5. Effect of building stiffness on tunnelling-induced ground movement

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