Applications of Muti-Ribbed Walls in the Strengthening of Masonry Structures with Bottom Frame

Peng Chang; Chang Yi Zhai

doi:10.4028/www.scientific.net/AMR.163-167.3645

Paper Titles

Prediction of Bond Strength of FRP-Concrete Based on Multiple Linear Regression Method
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Experimental Research on the New Method of Complex Reinforcement for Steel Beam
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Experimental Study on Flexural Performances of Concrete Beams Strengthened with Near-Surface Mounted (NSM) FRP Reinforcement
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On the Soil-Structure Interaction Numerical Study of Strengthening Design of Sluice within Mining Subsidence Areas
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Applications of Muti-Ribbed Walls in the Strengthening of Masonry Structures with Bottom Frame
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Reinforcement Method with CFRP in Longmen Grottoes Plank Way Slab
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Numerical Analysis on Settlement Law of an Underpinning Structure Composed of Piles and Beams
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Centrifuge Model Tests on Geotextile-Reinforced Slope in Situation of Excavation
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Nonlinear Finite Element Analysis of the Reinforced Concrete Box Girders Strengthened with Carbon Fiber Sheets
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Applications of Muti-Ribbed Walls in the...

Applications of Muti-Ribbed Walls in the Strengthening of Masonry Structures with Bottom Frame

Abstract:

As a new kind of structures, Multi-ribbed wall structure is now widely used in new-built buildings and old structures needed to be strengthened. In the field of strengthening, Masonry structure with bottom frame is often mentioned for it is vulnerable to earthquake. However, it is still widely applied in China for its agility for arrangement. So how to guarantee the safety of this kind of structure is very important. There are many methods to reinforce this style of structure, but every way has its limitations. Compared with other methods, Multi-ribbed wall structure is more proper, because its stiffness and mass can easily be changed through optimal design of different kinds of materials inside.