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Journal articles on the topic 'Semi interlocking masonry'

Author: Grafiati

Published: 11 December 2022

Last updated: 31 July 2025

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1

Totoev, Y., and A. Al Harthy. "Semi Interlocking Masonry as Infill Wall System for Earthquake Resistant Buildings: A Review." Journal of Engineering Research [TJER] 15, no. 2 (2016): 33. http://dx.doi.org/10.24200/tjer.vol13iss1pp33-41.

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Masonry is one of the most popular building materials. It has many excellent material properties and proven durability. Over time, masonry structures have evolved from massive walls, which work mainly through compression, to more slender walls, which could also experience tension and shear. Earthquake-induced tensile and shear stresses often exceed the capacity of traditional unreinforced masonry resulting in substantial damage and failure. A new mortar-less masonry system called semi-interlocking masonry (SIM) is presented in this paper. It has reduced stiffness and susceptibility to damage a

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2

Hossain, Md Akhtar, Yuri Z. Totoev, and Mark J. Masia. "Feasibility Assessment of Implementing Semi-Interlocking Masonry as Infill Panels in Framed Building Construction." Applied Sciences 14, no. 15 (2024): 6729. http://dx.doi.org/10.3390/app14156729.

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Semi-Interlocking Masonry (SIM) represents an innovative building system developed at the Centre for Infrastructure Performance and Reliability at the University of Newcastle, Australia. This system employs a unique approach to interlocking mortar-less engineered masonry panels constructed from SIM units. These units are designed to offer substantial energy dissipation capacity, primarily attributed to the friction occurring on the sliding bed joints between the units within the panel during seismic events. The primary aim of this study is to evaluate the viability of incorporating semi-interl

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3

Forghani, Reza, Yuri Totoev, Sittimont Kanjanabootra, and Angus Davison. "Experimental Investigation of Water Penetration through Semi-Interlocking Masonry Walls." Journal of Architectural Engineering 23, no. 1 (2017): 04016017. http://dx.doi.org/10.1061/(asce)ae.1943-5568.0000227.

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4

Dorji, Sonam, Hossein Derakhshan, David P. Thambiratnam, and Alireza Mohyeddin. "Lateral load response of semi-interlocking mortarless masonry-infilled frames." Structures 61 (March 2024): 105998. http://dx.doi.org/10.1016/j.istruc.2024.105998.

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5

Zarrin, Orod, and Yuri Z. Totoev. "Evaluating Elastic Modulus and Thrust Force of Semi-Interlocking Masonry Panel." International Journal of Masonry Research and Innovation 5, no. 4 (2020): 1. http://dx.doi.org/10.1504/ijmri.2020.10029903.

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6

Zarrin, Orod, and Yuri Z. Totoev. "Evaluating elastic modulus and thrust force of semi-interlocking masonry panel." International Journal of Masonry Research and Innovation 5, no. 4 (2020): 553. http://dx.doi.org/10.1504/ijmri.2020.111803.

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7

Hemmat, Mehdi, Yuri Z. Totoev, and Mark J. Masia. "Application of the resettable semi-active damper device for macro modelling of confined semi-interlocking masonry walls." International Journal of Masonry Research and Innovation 6, no. 2 (2021): 208. http://dx.doi.org/10.1504/ijmri.2021.113944.

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8

Totoev, Yuri Z., Mark J. Masia, and Mehdi Hemmat. "Application of the resettable semi-active damper device for macro modelling of confined semi-interlocking masonry walls." International Journal of Masonry Research and Innovation 1, no. 1 (2020): 1. http://dx.doi.org/10.1504/ijmri.2020.10032204.

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9

Masia, Mark J., Yuri Z. Totoev, and Mehdi Hemmat. "The introduction of confined semi-interlocking masonry system for buildings to improve earthquake performance." International Journal of Masonry Research and Innovation 5, no. 3 (2020): 348. http://dx.doi.org/10.1504/ijmri.2020.10028157.

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10

Hemmat, Mehdi, Yuri Z. Totoev, and Mark J. Masia. "The introduction of confined semi-interlocking masonry system for buildings to improve earthquake performance." International Journal of Masonry Research and Innovation 5, no. 3 (2020): 348. http://dx.doi.org/10.1504/ijmri.2020.107989.

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11

Hossain, Md Akhtar, Yuri Z. Totoev, and Mark J. Masia. "Experimental Investigation of Frictional Behavior of Mortarless Surface in Semi-Interlocking Masonry under Cyclic Displacement." Journal of Materials in Civil Engineering 32, no. 9 (2020): 04020259. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0003333.

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12

Masia, Mark J., Yuri Z. Totoev, and Md Akhtar Hossain. "Experimental assessment of large displacement cyclic in-plane shear behaviour of semi-interlocking masonry panels." International Journal of Masonry Research and Innovation 4, no. 4 (2019): 378. http://dx.doi.org/10.1504/ijmri.2019.10021634.

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13

Hossain, Md Akhtar, Yuri Z. Totoev, and Mark J. Masia. "Experimental assessment of large displacement cyclic in-plane shear behaviour of semi-interlocking masonry panels." International Journal of Masonry Research and Innovation 4, no. 4 (2019): 378. http://dx.doi.org/10.1504/ijmri.2019.102613.

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14

Casapulla, C., E. Mousavian, and M. Zarghani. "A digital tool to design structurally feasible semi-circular masonry arches composed of interlocking blocks." Computers & Structures 221 (September 2019): 111–26. http://dx.doi.org/10.1016/j.compstruc.2019.05.001.

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15

Hemmat, Mehdi, Orod Zarrin, Yuri Z. Totoev, and Mark J. Masia. "An experimental study on the in-plane seismic performance of the confined semi-interlocking masonry system using DIC method." Structures 63 (May 2024): 106400. http://dx.doi.org/10.1016/j.istruc.2024.106400.

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16

Masia, Mark J., Soheil Dadras Eslamlou, Yuri Z. Totoev, and Orod Zarrin. "The out-of-plane capacity of semi-interlocking masonry infill panels: experimental and numerical investigations using DIANA and ABAQUS software." International Journal of Masonry Research and Innovation 6, no. 3 (2021): 1. http://dx.doi.org/10.1504/ijmri.2021.10036267.

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17

Zarrin, Orod, Soheil Dadras Eslamlou, Yuri Z. Totoev, and Mark J. Masia. "The out-of-plane capacity of semi-interlocking masonry infill panels: experimental and numerical investigations using DIANA and ABAQUS software." International Journal of Masonry Research and Innovation 6, no. 3 (2021): 305. http://dx.doi.org/10.1504/ijmri.2021.116204.

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18

Nazar, Maqsud E., and S. N. Sinha. "Influence of bed joint orientation on interlocking grouted stabilised mud-flyash brick masonry under cyclic compressive loading." Structural Engineering and Mechanics 24, no. 5 (2006): 585–99. http://dx.doi.org/10.12989/sem.2006.24.5.585.

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19

Dorji, Sonam, Hossein Derakhshan, David P. Thambiratnam, Tatheer Zahra, and Alireza Mohyeddin. "Behaviour and material properties of versaloc semi-interlocking mortarless masonry." Materials and Structures 56, no. 1 (2023). http://dx.doi.org/10.1617/s11527-023-02102-2.

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AbstractMasonry construction is popular around the world, but the use of mortared masonry presents numerous challenges. In recent decades, masonry construction systems incorporating interlocking masonry units have been proposed to eliminate mortar. The interlocking between masonry units can be achieved using specially shaped units. This paper presents a comprehensive experimental study to determine the behaviour as well as basic material properties of one such semi-interlocking mortarless masonry. The experiments included testings of ungrouted masonry units, prisms, and wallets. In addition, m

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20

Yuri Totoev. "Design Procedure for Semi Interlocking Masonry." Journal of Civil Engineering and Architecture 9, no. 5 (2015). http://dx.doi.org/10.17265/1934-7359/2015.05.003.

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21

Zarrin, Orod, Yuri Z. Totoev, and Mark J. Masia. "Experimental Testing of Out-Of-Plane Capacity of Semi-Interlocking Masonry Infill Panels." Masonry Society Journal 37, no. 1 (2019). https://doi.org/10.70803/001c.137723.

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The Masonry Research Group at The University of Newcastle has developed a new masonry system aimed to improve the seismic performance of framed structures by increasing frictional energy dissipation in the masonry panel during cyclic in-plane displacements. This new system is called Semi-Interlocking Masonry (SIM) infill panels. Rows of unbonded SIM units in these panels are capable of sliding in-plane of the panel but prevented against relative sliding in the out-of-plane direction. As a result, SIM infill panels have reduced in-plane stiffness, but increased frictional energy dissipation cap

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22

Dorji, Sonam, Hossein Derakhshan, and David P. Thambiratnam. "Material Property Investigation for Semi-Interlocking Mortarless Masonry." SSRN Electronic Journal, 2022. http://dx.doi.org/10.2139/ssrn.4126744.

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23

Dorji, Sonam, Hossein Derakhshan, and David P. Thambiratnam. "Experimental investigation of semi-interlocking mortarless masonry-infilled frames." Structures, July 2022. http://dx.doi.org/10.1016/j.istruc.2022.07.004.

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24

O., Zarrin, and Ramezanshirazi M. "Introduce Applicability of Multi-Layer Perceptron to Predict the Behaviour of Semi-Interlocking Masonry Panel." International Journal of Architectural, Civil and Construction Sciences 11.0, no. 10 (2018). https://doi.org/10.5281/zenodo.1474855.

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The Semi Interlocking Masonry (SIM) system has been developed in Masonry Research Group at the University of Newcastle, Australia. The main purpose of this system is to enhance the seismic resistance of framed structures with masonry panels. In this system, SIM panels dissipate energy through the sliding friction between rows of SIM units during earthquake excitation. This paper aimed to find the applicability of artificial neural network (ANN) to predict the displacement behaviour of the SIM panel under out-of-plane loading. The general concept of ANN needs to be trained by related force-disp

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25

Hossain, M. Akhtar, Y. Z. Totoev, and M. J. Masia. "Application of Digital Image Correlation (DIC) Technique for Semi Interlocking Masonry (SIM) Panels under Large Cyclic In-Plane Shear Displacement." Experimental Techniques, January 7, 2021. http://dx.doi.org/10.1007/s40799-020-00423-3.

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