Characterization of Solid Concrete Block Masonry
Keywords: Masonry Walls, Seismic Design and Assessment, Load Bearing Structures, Reinforced
Concrete Structures, Mathematical Modelling
Mehran University Research Journal of Engineering & Technology
Volume 36 , Issue 1
MUKESH KUMAR ,
References
| 1. |
Al-Chaar, G., Issa, M., and Sweeney, S., "Behavior of
Masonry-Infilled Non-ductile Reinforced Concrete
Frames", Journal of Structural Engineering, Volume 128,
No. 8, pp. 1055-1063, 2002. |
| 2. |
Fardis, M., "Seismic Design Issues for Masonry-Infilled
RC Frames", Proceedings of 1st European Conference
on Earthquake Engineering and Seismology, Paper 313,
Geneva, Switzerland, 2006. |
| 3. |
Dorji, J.T., "Modelling of Infilled Frame Structures Under Seismic Loads", The Open Construction and Building
Journal, Volume 3, pp. 119-129, 2009. |
| 4. |
CEN, "Eurocode 8 - Design of Structures for Earthquake
Resistance – Part-1: General Rules, Seismic Actions and
Rules for Buildings, Pr-EN 1998-1, Final Draft,
December 2003", Comite Europeen de Normalisation,
Brussels, 2004. |
| 5. |
Asteris, P.G., "Finite Element Micro-Modeling of Infilled Frames", Electronic Journal of Structural
Engineering, Volume 8, No. 8, pp. 1-11, 2008 |
| 6. |
Smith, B.S., "Lateral Stiffness of Infilled Frames", Journal
of Structure Division, Volume 88, No. 6, pp. 183-199,1962. |
| 7. |
Smith, B.S., "Lateral Stiffness of Infilled Frames", Journal
of Structure Division, Volume 88, No. 6, pp. 183-199,1962. |
| 8. |
Smith, B.S., and Carter, C., "A Method of Analysis for Infilled Frames", Proceedings of Institute of Civil Engineering, Volume 44, No. 1, pp. 31-48, 1969. |
| 9. |
Crisafulli, F.G., "Seismic Behavior of Reinforced Concrete Structures with Masonry Infills", Ph.D. Thesis,University of Canterbury, Christchurch, New Zealand,
1997. |
| 10. |
Madan, A., Reinhorn, A.M., Mander, J.B., and Valles,
R.E., "Modeling of Masonry Infill Panels for Structural
Analysis", Journal of Structural Engineering, Volume 123,
No. 10, pp. 1295-1302, 1997. |
| 11. |
Asteris, P.G., Antoniou, S.T., Sophianopoulos, D.S., and
Chrysostomou, C.Z., "Mathematical Macromodeling of Infilled Frames: State of the Art", Journal of Structural Engineering, Volume 137, No. 12, pp. 1508-1517, 2011. |
| 12. |
Smyrou, E., Blandon, C., Antoniou, S., Pinho, R., and
Crisafulli, F., "Implementation and Verification of a
Masonry Panel Model for Nonlinear Dynamic Analysis
of Infilled RC Frames", Bulletin of Earthquake
Engineering, Volume 9, No. 5, pp. 1519-1534, 2011 |
| 13. |
Hemant, B.K., Durgesh, C.R., and Sudhir, K.J., "Stress-Strain Characteristics of Clay Brick Masonry under
Uniaxial Compression", Journal of Materials Civil
Engineering, Volume19, No. 9, pp. 728-739, 2007. |
| 14. |
Bergami, A.B., "Implementation and Experimental
Verification of Models for Non-Linear Analysis of
Masonry In-Filled RC Frames", Ph.D. Thesis,
Universitàdeglistudi ROMA TRE, 2007. |
| 15. |
Gumaste, K.S., Nanjunda Rao, K.S., Venkatarama Reddy,
B.V., and Jagdish, K.S.,
"Strength and Elasticity of Brick Masonry Prism and Wallettes under Compression",
Materials and Structures, Volume 40, pp. 241-253, 2007. |
| 16. |
ASTM., "Standard Test Method for Compressive
Strength of Masonry Prisms", C1314-03b, ASTM
International, Pennsylvania, United States, 2003. |
| 17. |
Atkinson, R.H., Amadei, B.P., Saeb, S., andSture, S.,"Response of Masonry Bed Joints in Direct Shear",
Journal of Structural Engineering, Volume 115, No. 9,pp. 2276-2296, 1989. |
| 18. |
ASTM., "Standard Test Method for Diagonal Tension
(Shear) in Masonry Assemblages", E519-02, ASTM
International, West Conshohocken, PA, USA, 2002. |
| 19. |
SeismoSoft, SeismoStruct, "SeismoStruct –A Computer
Program for Static and Dynamic Nonlinear Analysis of Framed Structures", (Available Online from http://www.seismosoft.com, 2006 |
| 20. |
Mander, J.B., Priestley, M.J., and Park, R., "Theoretical
Stress-Strain Model for Confined Concrete", Journal of Structural Engineering, Volume 114, No. 8,
pp. 1804-1826, 1988 |
| 21. |
Code, Uniform Building, "Structural Engineering Design Provisions", International Conference of Building
Officials, Volume 2. 1997 |
| |
|
|