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Responses of a masonry façade to multi-propped deep excavation-induced ground deformations: 3D numerical parametric study

Author(s): (Department of Civil Engineering, Quaid-e-Awam University of Engineering, Science & Technology, Sindh and Pakistan (formerly Hong Kong University of Science and Technology, Kowloon, HKSAR)
(Department of Civil Engineering, Quaid-e-Awam University of Engineering, Science & Technology, Nawabshah, Sindh, Pakistan)
(Department of Civil Engineering, Quaid-e-Awam University of Engineering, Science & Technology, Nawabshah, Sindh, Pakistan)
(College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering, , n. 12, v. 26
Page(s): 1-29
DOI: 10.1080/19648189.2021.1926336
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1080/19648189.2021.1926336.
  • About this
    data sheet
  • Reference-ID
    10609627
  • Published on:
    08/06/2021
  • Last updated on:
    23/09/2022
 
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