Computational Technology Resources - CSETS

L. Pallarés, F.J. Pallarés, "Structural Interaction between Frames and Infill Masonry Walls subject to Lateral Loads: A Review", in J. Kruis, Y. Tsompanakis and B.H.V. Topping, (Editors), "Computational Techniques for Civil and Structural Engineering", Saxe-Coburg Publications, Stirlingshire, UK, Chapter 15, pp 345-366, 2015. doi:10.4203/csets.38.15

Keywords: experimental, masonry, infills, concrete frame, steel frame.

Abstract

The influence of the non-structural elements such as full or partial infill brick walls should be taken into account to estimate the stiffness of a building against lateral forces such as wind or earthquake loading. The increase of the stiffness from masonry infills in a reinforced concrete frames must be adequately estimated in order to predict the fundamental frequency modes of a structure.

The literature related to the interaction between masonry infills and reinforced concrete or steel frames has many references to the behaviour of both materials and points out the influence on the dynamic behaviour of the building structure.

In this paper, the literature review including the original studies in the 1960s as well as the current state of knowledge. A classification of the simplified methods, numerical approaches and experimental studies on the interaction between building structures and masonry infills under lateral loads are collected and presented in order to establish the current state of the art. Both the stiffness and the behaviour until failure are considered in this paper as fundamental aspects of the interaction.

purchase the full-text of this chapter (price £20)

go to the previous chapter
go to the next chapter
return to the table of contents
return to the book description
purchase this book (price £95 +P&P)

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Computational Science, Engineering & Technology Series ISSN 1759-3158 CSETS: 38 COMPUTATIONAL TECHNIQUES FOR CIVIL AND STRUCTURAL ENGINEERING Edited by: J. Kruis, Y. Tsompanakis and B.H.V. Topping Chapter 15 Structural Interaction between Frames and Infill Masonry Walls subject to Lateral Loads: A Review L. Pallarés and F.J. Pallarés Institute of Science and Technology of Concrete, Universitat Politecnica de Valencia, Spain doi:10.4203/csets.38.15 purchase the full-text of this chapter Full Bibliographic Reference for this chapter L. Pallarés, F.J. Pallarés, "Structural Interaction between Frames and Infill Masonry Walls subject to Lateral Loads: A Review", in J. Kruis, Y. Tsompanakis and B.H.V. Topping, (Editors), "Computational Techniques for Civil and Structural Engineering", Saxe-Coburg Publications, Stirlingshire, UK, Chapter 15, pp 345-366, 2015. doi:10.4203/csets.38.15 Keywords: experimental, masonry, infills, concrete frame, steel frame. Abstract The influence of the non-structural elements such as full or partial infill brick walls should be taken into account to estimate the stiffness of a building against lateral forces such as wind or earthquake loading. The increase of the stiffness from masonry infills in a reinforced concrete frames must be adequately estimated in order to predict the fundamental frequency modes of a structure. The literature related to the interaction between masonry infills and reinforced concrete or steel frames has many references to the behaviour of both materials and points out the influence on the dynamic behaviour of the building structure. In this paper, the literature review including the original studies in the 1960s as well as the current state of knowledge. A classification of the simplified methods, numerical approaches and experimental studies on the interaction between building structures and masonry infills under lateral loads are collected and presented in order to establish the current state of the art. Both the stiffness and the behaviour until failure are considered in this paper as fundamental aspects of the interaction. purchase the full-text of this chapter (price £20) go to the previous chapter go to the next chapter return to the table of contents return to the book description purchase this book (price £95 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions