1 |
Hwang, S. J. and Moehle, J. P., 'Models for Laterally Loaded Slab-Column Frames,' ACI Journal, Mar. 2000, pp.345-351
|
2 |
Wilson, E. L. Holling, J. P., and Dovey, H. H., 'ETABS Three-Dimensional Analysis of Building systems (Extended Version)', computer programe, National Information Service in Earthquake Engineering, Berkeley, 1977
|
3 |
Computers and Structures, Inc. 'SAP2000 Integrated Finite Element Analysis and Design of Structures', Berkeley, California, USA, 1996
|
4 |
ACI, ACI 318-02 Building Code Requirements for Structural Concrete and Carmmentary, ACI, USA, 2002
|
5 |
Pecknold, D. A., 'Slab Effective Width for Equivalent Frame Analysis', ACI Journal, April 1975, pp.135-137
|
6 |
Allen, F. H. and Dravell, P. LeP. 'Lateral Load Equivalent Frame', ACI Journal, Jul. 1977, pp.294-299
|
7 |
Banchik, C. A., 'Effective Beam Width Coefficients for Equivalent Frame Analysis of Flat-Plate Structures', MD thesis, University of California at Berkeley, Cali. May 1987, 56pp
|
8 |
Luo, Y. H. and Durrani, A. J., 'Equivalent Beam Model for Flat-Slab Buildings-Part I: Interior Connection', ACI Structural Journal, Jan.-Feb. 1995, pp.115-124
|
9 |
Luo, Y. H. and Durrani, A. J., 'Equivalent Beam Model for Flat-Slab Buildings-Part II: Exterior Connection', ACI Structural Journal, Mar.-Apr. 1995, pp.250-257
|
10 |
Corly, W. G. and Jirsa, J. O., 'Equivalent Frame Analysis for Slab Design', ACI Journal, Nov. 1970, pp.875-884
|
11 |
Vanderbilt, M. D., 'Equivalent Frame Analysis for Lateral Loads', Proceedings, ASCE, Journal of the Structural Division, Vol.105, ST10, Oct, 1979, pp.1981-1998
|
12 |
Vanderbilt, M. D. and Corley, W. G., 'Frame Analysis for Concrete Buildings', Concrete International : Design & Construction, Vol.5, No.12, Dec. 1983. pp.33-43
|
13 |
Cano, M. T. and Klingner, R. E., 'Comparison of Analysis Procedures for Two-Way Slabs', ACI Journal, Nov.-Dec. 1988, pp.597-608
|
14 |
Ian. N. Robertson, 'Analysis of Flat Slab Structures Subjected to Combined Lateral and Gravity Loads', ACI Journal, Nov. 1997, pp.723-729
|