Tests on a half-scale two-story seismic-resisting precast concrete building

PCI Journal

Volumn 50, Issue 1, 2005, Pages 94-114

  Rodríguez, Mario E ^a   Blandon, John J ^a  

^a UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO   (Mexico)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING MOMENTS; COMPRESSIVE STRENGTH; DEFORMATION; EARTHQUAKE RESISTANCE; ELASTIC MODULI; MATHEMATICAL MODELS; PRECAST CONCRETE; SHEAR STRENGTH; STIFFNESS; VIBRATIONS (MECHANICAL);

PRECAST CONCRETE BUILDINGS; SEISMIC DESIGN; SEISMIC LOADING; SHEAR FORCE;

CONCRETE BUILDINGS;

EID: 15744386600     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.01012005.94.114     Document Type: Review

References (14)

1. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-02)," American Concrete Institute, Farmington Hills, MI, 2002.
2. Mexico City Building Code (MCBC, 1993), "Reglamento de Construcciones del Distrito Federal, Diario Oficial," Mexico City, Mexico, 1993.
3. Blandon, J., and Rodriguez, M., "Behavior and Design Recommendations of Connections and Floor Diaphragms in Seismic Resisting Precast Concrete Buildings," to be published in March-April 2005 PCI JOURNAL.
4. Paulay T., and Priestley, N., Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, New York, NY, 1992.
5. Bertero, V., "Lessons Learned From Recent Earthquakes and Research and Implications for Earthquake Resistant Design of Building Structures in the United States," Earthquake Spectra Journal, V. 2, No. 4, 1986, pp. 825-858.
6. Rodríguez, M., and Blandón, J., "Ensayes Ante Cargas Laterales Cíclicas Reversibles de Una Estructura Prefabricada de Concreto Reforzado de Dos Niveles" (in Spanish), Research Report 627, Instituto de Ingenieria, National University of Mexico, Mexico City, Mexico, March 2002, 183 pp.
7. ACI Committee 318, "Building Code Requirements for Reinforced Concrete (ACI 318-89)," American Concrete Institute, Farmington Hills, MI, 1989.
8. Fenwick, R., and Davidson, B. S., "Elongation in Ductile Seismic-Resistant Reinforced Concrete Frames," Proceedings, Tom Paulay Symposium, Recent Developments in Lateral Force Transfer in Buildings, SP-157, American Concrete Institute, Detroit, MI, 1995, pp. 143-170.
9. Clough, A., and Penzien, J., Dynamics of Structures, Second Edition, McGraw Hill, New York, NY, 1993.
10. Mahin, S., and Bertero, V., "Problems in Establishing and Predicting Ductility in Structural Design," Proceedings, International Symposium on Earthquake Structural Engineering, St. Louis, MO, 1976.
11. Megget, L., and Fenwick, R. C., "Seismic Behavior of a Reinforced Concrete Portal Frame Sustaining Gravity Loads," Bulletin of the New Zealand National Society for Earthquake Engineering, V. 22, No. 1, 1989, New Zealand, pp. 39-49.
12. Rodríguez, M., and Santiago, S., "Ensayes Sísmicos de Una Estructura de Losa Plana Reticular Rehabilitada" (in Spanish), Research Report 579, Instituto de Ingenieria, National University of Mexico, Mexico City, Mexico, 1996, 112 pp.
13. Carr, A., "RUAUMOKO, Computer Program Library," University of Canterbury, Department of Civil Engineering, Christchurch, New Zealand, 1998.
14. Wallace, J., "BIAX User Manual - A Computer Program for the Analysis of Reinforced Concrete Sections," University of California at Berkeley, Berkeley, CA, 1989.