Loading...
Search for: retaining-walls
0.007 seconds
Total 23 records

    A comprehensive FE study for design of anchored wall systems for deep excavations

    , Article Tunnelling and Underground Space Technology ; Volume 122 , 2022 ; 08867798 (ISSN) Maleki, J ; Pak, A ; Yousefi, M ; Aghakhani, N ; Sharif University of Technology
    Elsevier Ltd  2022
    Abstract
    Anchored wall system is one of the common methods used for deep excavation stabilization adjacent to sensitive structures in urban areas. A key aspect of the stability analysis of deep excavations is the amount of deformations occurring on the facing wall and the adjacent structures. In this research, a large number of parametric studies considering all aspects of soil-structure interaction is carried out for different excavation geometries to find the optimal design, and the outcome is shown in the form of design tables and charts. Also, by a GA-PSO algorithm and using the large database obtained from the numerical simulations, a simple equation is developed that can predict the deflections... 

    Peak drift ratio estimation for unreinforced masonry walls using visual features of damage

    , Article Bulletin of Earthquake Engineering ; Volume 20, Issue 15 , 2022 , Pages 8357-8379 ; 1570761X (ISSN) Asjodi, A. H ; Dolatshahi, K. M ; Sharif University of Technology
    Springer Science and Business Media B.V  2022
    Abstract
    This study proposes predictive equations for estimating the peak-experienced drift ratio of unreinforced masonry walls based on the visual characteristic of the damages. In this regard, a comprehensive database comprised of 190 images associated with 30 unreinforced masonry walls at different drift ratios between 0.0 and 1.1 percent is collected, and the visual features of the progressive damages are extracted. Various image processing filters are implemented to the images to quantify the cracking length and crushing areas. The filters are capable of distinguishing different crack patterns, such as joint cracking and block cracking. In the following, four scenarios are introduced based on... 

    Out-of-plane strength reduction of unreinforced masonry walls because of in-plane damages

    , Article Earthquake Engineering and Structural Dynamics ; Volume 44, Issue 13 , 2015 , Pages 2157-2176 ; 00988847 (ISSN) Dolatshahi, K. M ; Yekrangnia, M ; Sharif University of Technology
    John Wiley and Sons Ltd  2015
    Abstract
    There are numerous studies on the behavior of Unreinforced Masonry (URM) walls in both in-plane (IP) and out-of-plane (OP) directions; however, few aimed at understanding the simultaneous contribution of these intrinsic responses during earthquakes. Undoubtedly, even a strong URM wall shows weakened capacity in the OP direction because of minor cracks and other damages in the IP direction, and this capacity reduction has not yet been accounted for in seismic codes. In this study, performance of three URM walls is evaluated by several numerical analyses in terms of the OP capacity reduction because of IP displacements and failure modes. Several parameters influencing the OP capacity have been...