The Open Construction & Building Technology Journal is presently publishing a Special Issue on Infilled Framed Structures focusing on the Experimental & Modelling Aspects. It has been established that masonry infill walls affect the strength, stiffness and ductility of infilled frame structures. However, when designing such structures, it has become common practice not to include the existing i...

Abstract Fabric reinforced cementitious matrix (FRCM) composites, also known as textile mortars (TRM), an inorganic constituting fibre fabrics and cement-based mortar, are becoming a widely used composite material in Europe for upgrading the seismic resistance of existing concrete (RC) frame buildings. One way providing is through application proposed FRCM system on masonry infill walls to incr...

The influence of the infill masonry walls in the structural response of reinforced concrete (RC) structures when subjected to earthquakes is not considered in Nepal National Building code and Indian Standard code. Field observations carried out after the 25th April Gorkha earthquake in Nepal reinforce the importance of the infill walls, namely, through the significant increasing of the structur...

Within the scope of literature, influence openings within infill walls that are bounded by a reinforced concrete frame and excited seismic drift forces in both in- out-of-plane direction is still uncharted. Therefore, 3D micromodel was developed calibrated thereafter, to gain more insight topic. The micromodels were against their equivalent physical test specimens in-plane, driven tests on fram...

Recent investigations have shown that the influences of Soil-Structure Interaction (SSI) may be detrimental to the seismic response of structure, and hence neglecting this phenomenon in analysis and design may lead to an un-conservative design. The objective of this paper is to quantify the effects of nonlinear soil-structure interaction on the seismic response of a low-rise special moment fram...

The highly composite and anisotropic nature of masonry, which is a result of the variation in the properties of the masonry constituents, makes it very difficult to find an accurate material model to predict its behaviour satisfactorily. Current research by the authors has focused more closely on the behaviour of laterally loaded masonry wall panels using model updating techniques supported by ...