NDLI: The seismic performance of partially grouted reinforced masonry

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The seismic performance of partially grouted reinforced masonry

Content Provider	Scilit
Author	Manos, G. C. Melidis, L. Kotoulas, L. Katakalos, K.
Copyright Year	2020
Description	The in-plane behavior of partially grouted masonry wall specimens, built using clay bricks with vertical holes, hosting vertical steel reinforcement, is studied. They were rigidly attached at a reaction frame and were subjected at their top to a constant vertical load together with a horizontal seismic-type cyclic load. A numerical simulation was formed, employing micro-modeling, in an effort to reproduce numerically the observed performance. In this numerical simulation the clay brick units, the mortar joints and the longitudinal reinforcement were modeled separately, following all the geometric and construction detailing together with the measured non-linear mechanical characteristics of the mortar joints and the steel reinforcement. A critical factor of the observed performance was the behavior of the employed clay brick unit which developed local compressive-type modes of failure, which influence the overall seismic response. The various steps taken to develop clay brick units capable to resist such local compressive-type loads are also presented and discussed. Book Name: Brick and Block Masonry - From Historical to Sustainable Masonry
Related Links	https://content.taylorfrancis.com/books/download?dac=C2020-0-16623-9&isbn=9781003098508&doi=10.1201/9781003098508-142&format=pdf
Ending Page	1007
Page Count	8
Starting Page	1000
DOI	10.1201/9781003098508-142
Language	English
Publisher	Informa UK Limited
Publisher Date	2020-07-06
Access Restriction	Open
Subject Keyword	Book Name: Brick and Block Masonry - From Historical To Sustainable Masonry Civil Engineering Behavior Modeling Numerical Simulation Reinforcement Masonry Mortar Joints Clay Brick
Content Type	Text
Resource Type	Chapter

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