Seismic behaviour of precast sandwich wall panels of steel fibre reinforced concrete layers and fibre reinforced polymer connectors-Reference-Cited by-同舟云学术

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Seismic behaviour of precast sandwich wall panels of steel fibre reinforced concrete layers and fibre reinforced polymer connectors

Published:2021-06 Issue: Volume:237 Page:112149
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Lameiras Rodrigo,Barros Joaquim A.O.,Valente Isabel B.,Poletti Elisa,Azevedo Matilde,Azenha Miguel

Funder

Agência Nacional de Inovação SA

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference48 articles.

1. Development of sandwich panels combining fibre reinforced concrete layers and fibre reinforced polymer connectors. Part I: conception and pull-out tests;Lameiras;Compos Struct,2013

2. Development of sandwich panels combining fibre reinforced concrete layers and fibre reinforced polymer connectors. Part II: evaluation of mechanical behaviour;Lameiras;Compos Struct,2013

3. Pull-out behaviour of Glass-Fibre Reinforced Polymer perforated plate connectors embedded in concrete. Part I: experimental program;Lameiras;Constr Build Mater,2018

4. Pull-out behaviour of glass-fibre reinforced polymer perforated plate connectors embedded in concrete. Part II: prediction of load carrying capacity;Lameiras;Constr Build Mater,2018

5. Ductility in earthquake resisting squat shearwalls;Paulay;ACI J,1982

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1. Flexural performance of composite sandwich wall panels with foamed concrete;STEEL COMPOS STRUCT;2024

2. Thermal Performance and Building Energy Simulation of Precast Insulation Walls in Two Climate Zones;Buildings;2024-08-23

3. Experimental study on seismic performance of insulation shear wall with V-shaped reinforcement truss;Structures;2024-06

4. Study on Calculation Method of Bending Performance of Concrete Sandwich Composite Slab;Materials;2024-05-28

5. Experimental study on seismic performance of squat precast concrete sandwich shear walls under low axial load ratio;Structures;2024-05

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