Behavior of gravity load designed reinforced concrete buildings subjected to earthquakes

ACI Structural Journal

Volumn 94, Issue 2, 1997, Pages 133-145

  El Attar, Adel G ^a   White, Richard N ^a   Gergely, Peter ^a  

^a NONE

Author keywords

Earthquake resistant structures; Frames; j; Office buildings; Oints (junctions); Reinforced concrete

Indexed keywords

BENDING STRENGTH; EARTHQUAKE RESISTANCE; JOINTS (STRUCTURAL COMPONENTS); MODEL BUILDINGS; REINFORCED CONCRETE; SIMULATION; STIFFNESS; STRUCTURAL FRAMES; STRUCTURAL LOADS;

GRAVITY LOAD DESIGN (GLD);

OFFICE BUILDINGS;

EID: 0031095479     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (10)

1. Kim, W.; El-Attar, A.; and White, R. N., "Small-Scale Modeling Techniques For Reinforced Concrete Structures Subjected to Seismic Loads," Technical Report NCEER-88-0041, National Center for Earthquake Engineering Research (NCEER), Nov. 22, 1988.
2. El-Attar, A.; White, R. N.; Gergely, P.; and Conley, C., "Shake Table Tests of a 1/6 Scale Two-Story Lightly Reinforced Concrete Building," Technical Report NCEER-91-0017, NCEER, 1991.
3. El-Attar, A.; White, R. N.; Gergely, P.; and Bond, T. K., "Shake Table Tests of a 1/8 Scale Three-Story Lightly Reinforced Concrete Building," Technical Report NCEER-91-0018, NCEER, 1991.
4. Blondet, J. M.; Clough, R. W.; and Mahin, S. A., "Evaluation of a Shaking Table Test Program on Response Behavior of a Two-Story Reinforced Concrete Frame," Report No. UCB/EERC-80/42, Earthquake Engineering Research Center, University of California/ Berkeley.
5. Bracci, J. M.; Reinhorn, A. M.; and Mander, J. B., "Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part I - Design and Properties of a One-Third Scale Model Structure," Technical Report NCEER-92-0027, SUNY/ Buffalo, 1992.
6. Bracci, J. M.; Reinhorn, A. M.; and Mander, J. B., "Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part III - Experimental Performance and Analytical Study of a Structural Model," Technical Report NCEER92-0028, SUNY/Buffalo, 1992.
7. Abrams, D., "Influence of Axial Force Variations on Flexural Behavior of Reinforced Concrete Columns," ACI Structural Journal, V. 84, No. 3, May-June 1987, pp. 246-254.
8. ACI Committee 318, "Building Code Requirements for Reinforced Concrete and Commentary (ACI 318-89/ACI 318R-89)," American Concrete Institute, Detroit, 1989, 353 p.
9. Park, Y. J.; Reinhorn, A. M.; and Kunnath, S. K., "IDARC: Inelastic Damage Analysis of Reinforced Concrete Frame-Shear Wall Structures," Technical Report NCEER-87-0008, NCEER, July 20, 1987.
10. Pessiki, S. P.; Conley, C. H.; Gergely, P.; and White, R. N., "Seismic Behavior of Lightly Reinforced Concrete Column and Beam-Column Joint Details," Technical Report NCEER 90-0041, NCEER, Aug. 27, 1990.