Nandi, R. and Choudhury, D. (2023) Analytical Method for Determining Displacement and Bending Moment of Embedded Cantilever Retaining Walls Subjected to Pseudo-Static Earthquake Accelerations. Soil Dynamics and Earthquake Engineering, 164, Article ID: 107642.
https://doi.org/10.1016/j.soildyn.2022.107642

has been cited by the following article:

• TITLE: Impact of Earthquake Action on the Design and Sizing of Jointed Masonry Structures in South Kivu, DRC

  AUTHORS: Edmond Dawak Fezeu, Marcelline Blanche Manjia, Chérif Bishweka Biryondeke, Patient Kubuya Binwa, Élodie Rufine Zang, Chrispin Pettang

  KEYWORDS: Jointed Masonry Weight-Bearing Structures, Seismic Action, Eurocode 7 and 8, Static and Dynamic Analysis

  JOURNAL NAME: Open Journal of Civil Engineering, Vol.14 No.1, March 29, 2024

  ABSTRACT: This article deals with the investigation of the effects of seismic impacts on the design and dimensioning of structures in South Kivu. The starting point is the observation of an ambivalence that can be observed in the province, namely the non-consideration of seismic action in the study of structures by both professionals and researchers. The main objective of the study is to show the importance of dynamic analysis of structures in South Kivu. It adopts a meta-analytical approach referring to previous researches on South Kivu and proposes an efficient and optimal method. To arrive at the results, we use Eurocode 7 and 8. In addition, we conducted static analysis using the Coulomb method and dynamic analysis using the Mononobe-Okabe method and compared the results. At Nyabibwe, the results showed that we have a deviation of 24.47% for slip stability, 12.038% for overturning stability and 9.677% for stability against punching through a weight wall.