ICPA - Instituto del Cemento Portland Argentino

Seismic Analysis of Partially-Grouted Reinforced Masonry ...

Seismic Analysis of Partially - Grouted Reinforced Masonry Walls Constructer Using Masonry Cement Mortar

Portland Cement Association

Executive Summary

1 Introduction

1.1 Background
1.2 Reinforced Masonry Walls
1.3 Development of Mortar
1.4 Seismic Provisions Related to Mortar Type
1.5 Objective and Scope
1.6 Outline of Report

2. Effect of Mortar Type on the Properties Masonry Assemblages

2.1 Introduction
2.2 Compressive Strength
2.3 Bond Strength
2.4 Diagonal Tensile Strength
2.5 Summary

3. Effect of Mortar Type on the Properties of Masonry Walls

3.1 Introduction
3.2 In – plane Behavior
3.3 Out – of – plane Behavior
3.4 Summary

4. Effect of Grouting on the Properties of Masonry Assemblages

4.1 Introduction
4.2 Compressive Strength
4.3 Bed – joint Shear Strength
4.4 Tensile Strength
4.5 Summary

5. In – Plane Behavior of Partially Grouted Masonry Shear Walls

5.1 Introduction
5.2 Review of Past Research
5.3 Summary

6. Conclusions

7. References

volver

San Martín 1137 - 1º piso (C1004AAW)
Ciudad Autónoma de Buenos Aires
República Argentina
Tel: (54-11) 4576-7695 / 7690
Fax: (54-11) 4576-7699
icpa@icpa.org.ar

ICPA :: Instituto del Cemento Portland Argentino

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Seismic Analysis of Partially-Grouted Reinforced Masonry ...

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