Special Issue on Study of Masonry Buildings Behavior Due to Fault Rupture

Submission Deadline: Feb. 20, 2020

Please click the link to know more about Manuscript Preparation: http://www.jccee.org/submission

This special issue currently is open for paper submission and guest editor application.

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Special Issue Flyer (PDF)
  • Lead Guest Editor
    • Arashk Sabzipour Hafshejani
      Department of Civil Engineering, Islamic Azad University of Isfahan Branch, Isfahan, Iran
  • Guest Editor
    Guest Editors play a significant role in a special issue. They maintain the quality of published research and enhance the special issue’s impact. If you would like to be a Guest Editor or recommend a colleague as a Guest Editor of this special issue, please Click here to complete the Guest Editor application.
    • Shahrokh Solataninia
      Department of Civil Engineering, Islamic Azad University of Khomeinishahr Branch, Isfahan, Iran
    • Danial Nasr
      Department of Civil Engineering, Islamic Azad University of Isfahan Branch, Isfahan, Iran
    • Reza Foroughi Abari
      Department of Civil Engineering, Islamic Azad University of Isfahan Branch, Isfahan, Iran
    • Hossein Ghayour Najafabadi
      Department of Civil Engineering, Islamic Azad University of Isfahan Branch, Isfahan, Iran
    • Reza Abdollahi
      Faculty of Engineering, Islamic Azad University of South Tehran Branch, Isfahan, Iran
  • Introduction

    There are many masonry monumental structures in the world such as buildings, palaces, bridges and towers. Modelling of the masonry structures has become a significant requirement to evaluate the strengths of existing masonry structures and to build modern masonry structures. The response of historic masonry buildings to tectonic ground displacements is studied through analysis of a simple yet representative soil–foundation–masonry wall system. Unreinforced masonry can be defined generally as masonry that contains no reinforcing in it. A shared understanding of these facts and definitions will be helpful to conversations between engineers and non-engineers, when discussing a risk reduction program Modelling of the masonry walls is a challenging issue because of their composite structures. There are several modelling techniques for modelling of walls constituting the masonry structures. Macro modelling and micro modelling are two different technique for modelling of masonry structures. In this issue, the macro modelling and micro modelling techniques are investigated on the masonry walls. Masonry walls are modelled and analyzed to determine the fracture mechanisms of the walls. In-plane behaviors of unreinforced masonry walls are analyzed numerically. A number of studies can be found in the literature on these different modeling approaches using or implementing different finite element codes. This Issue is aimed to give a contribution to the comparison of different modeling strategies with specific reference to the use of commercial finite element code and experimental method such as 1g and ng modelling. A general problem in experimental testing of civil engineering structures such as masonry wall relates to the required size of the test unit: the examined structures are normally of such large dimensions that it is usually impossible to test entire structures at full-scale (1g). As a consequence, either only parts of the whole structure are tested or the test units are model structures which are scaled down to a size that can be accommodated in the testing facility (ng). The other aim of this issue is to provide recommendations for the scaling of bricks and mortar joints for hollow clay brick masonry during 1g and ng modelling.
    Aims and Scope:
    1. Masonry Buildings
    2. Soil–Foundation–Masonry Wall System
    3. Macro Modelling
    4. Micro Modelling
    5. Fracture Mechanisms
    6. 1g and ng Modelling

  • Guidelines for Submission

    Manuscripts can be submitted until the expiry of the deadline. Submissions must be previously unpublished and may not be under consideration elsewhere.

    Papers should be formatted according to the guidelines for authors (see: http://www.jccee.org/submission). By submitting your manuscripts to the special issue, you are acknowledging that you accept the rules established for publication of manuscripts, including agreement to pay the Article Processing Charges for the manuscripts. Manuscripts should be submitted electronically through the online manuscript submission system at http://www.sciencepublishinggroup.com/login. All papers will be peer-reviewed. Accepted papers will be published continuously in the journal and will be listed together on the special issue website.

  • Published Papers

    The special issue currently is open for paper submission. Potential authors are humbly requested to submit an electronic copy of their complete manuscript by clicking here.