1 |
Aschheim, M. and Moehle, J. P.,"Four-Story Flat-Slab Building in Sherman Oaks," Preliminary Building Report to ATC-33 Case Study, Berkeley, Calif., 1995
|
2 |
Dovich, L. and Wight, J. K., "Lateral Response of Non seismically Detailed Reinforced Concrete Flat Slab Structures," Report No. 400/U423/94-30, University of Michigan, Ann Arbor, Mich., 1994, 183 pp
|
3 |
FEMA 356, "Pre-standard and Commentary for the Seismic Rehabilitation of Buildings (FEMA 356)," Federal Emergency Management Agency, 2000, Washington, DC, 518 pp
|
4 |
Pecknold, D. A., "Slab Effective Width for Equivalent Frame Analysis," ACI Journal, Vol. 72, No. 4, 1975, pp. 135-137
|
5 |
ACI Committee 318, "Building Code Requirements for Reinforced Concrete (ACI 318-08)," American Concrete Institute, Farmington Hills, Mich., 2008, 465 pp
|
6 |
Kang, T. H.-K. and Wallace, J., W., "Dynamic Responses of Flat Plate Systems with Shear Reinforcement," ACI Structural Journal, Vol. 102, No. 5, 2005, pp. 763-773
|
7 |
Yuyama, S., Okamoto, T., and Nagataki, S., "Acoustic Emission Evaluation of Structural Integrity in Repaired Reinforced Concrete Beams," Materials valuation, Vol. 52, No. 1, 1994, pp. 86-90
|
8 |
Elwood, K. J., "Shake Table Tests and Analytical Studies on the Gravity Load Collapse of Reinforced Concrete Frames," Ph.D Dissertation, University of California, Berkely, Calif., 2002, 419 pp
|
9 |
Kang, T. H.-K. and Wallace, J. W., "Punching of Reinforced and Post-Tensioned Concrete Slab-Column Connections," ACI Structural Journal, Vol. 103, No. 4, 2006, pp. 531-540
|
10 |
Kang, T. H.-K. and Wallace, J. W., "Stresses in Unbonded Tendons of Post-Tensioned Flat Plate Systems under Dynamic Excitation," Journal of the Post-Tensioning Institute, Vol. 6, No. 1, 2008, pp. 45-59
|
11 |
Hueste, M. B. D. and Wight, J. K., 'Nonlinear Punching Shear Failure Model for Interior Slab-Column Connections," Journal of Structural Engineering, ASCE, Vol. 125, No. 9, Sept. 1999, pp. 997-1008
DOI
|
12 |
FEMA 274, "Commentary on the Guidelines for the Seismic Rehabilitation of Buildings (FEMA 274)," Federal Emergency Management Agency, Washington, DC, 1997, 488 pp
|
13 |
Spacone, E., Filippou, F. C., and Taucer, F. F., "Fiber Beam-Column Model for Nonlinear Analysis of R/C Frames: Part I. Formulation," Earthquake Engineering and Structural Dynamics, Vol. 25, No. 7, 1996, pp. 711-725
DOI
ScienceOn
|
14 |
McKenna, F. and Fenves, G., "The OpenSees Command Language Manual: version 1.2," Pacific Earthquake Engineering Research Center, , University of California, Berkeley, Calif., 2001
|
15 |
Kang, T. H.-K., LaFave, J. M., Robertson, I. N., and Hawkins, N. M., "Recommendations for Design of Post-Tensioned Slab-Column Connections Subjected to Lateral Loading," Journal of the Post-Tensioning Institute, Vol. 6,
No. 1, 2008, pp. 45-59
|
16 |
Robertson, I. N. and Johnson, G., "Cyclic Lateral Testing of Nonductile Slab-Column Connections," ACI Structural Journal, Vol. 103, No. 3, 2006, pp. 356-364
|