1 |
ACI Committee 318. (2005), Building Code Requirements for Structural Concrete and Commentary (Aci 318m-05). American Concrete Institute
|
2 |
Bathe, K.J. (1996), Finite Element Procedures, New Jersey: Prentice-Hall, Englewood Cliffs
|
3 |
Chen, P. and Sun, S.L. (2005), 'A new high performance sparse static solver in finite element analysis with loop-unrolling', Acta Mechanica Solida Sinica, 18(3),248-255
|
4 |
Choi, C.K. and Kim, E.D. (1985), 'Multistory frames under sequential gravity loads', J. Struct. Eng., ASCE, 111(11), 2373-2384
DOI
ScienceOn
|
5 |
Choi, C.K., Chung, H.K., Lee, D.G. and Wilson, E.L. (1992), 'Simplified building analysis with sequential dead loads-CFM', J. Struct. Eng., ASCE, 118(4), 944-954
DOI
|
6 |
CSI Inc. (2002), User Interface Reference Manual of ETABS (version 8). Berkeley, CA
|
7 |
Gibbs, W.G. and Stockmeyer, P.K. (1976), 'An algorithm for reducing the bandwidth and profile of a sparse matrix', SIAM Journal on Numerical Analysis, 13(2), 236-250
DOI
ScienceOn
|
8 |
Hoit, M. and Wilson, E.L. (1983), 'An equation numbering algorithm based on a minimum front criteria', Comput. Struct., 16(1-4), 225-239
DOI
ScienceOn
|
9 |
Nie, C.G., Sun, S.L., Chen, B., Yuan, M.W and Chen, P. (2006), 'Implementation of fast sequential construction analysis', China Civil Engneering J., 39(2), 21-26. (in Chinese)
|
10 |
Prado, J.F.M.A., Correa, M.R.S. and Ramalho, M.A. (2003), 'A new procedure for the analysis of construction loads in multistory reinforced concrete structures', The Structural Design of Tall and Special Buildings, 12(4), 293-315
DOI
ScienceOn
|
11 |
Wilson, E.L. and Dovey, H.H. (1978), 'Solution or reduction of equilibrium equations for large complex structural system', Advances in Engineering Software, 1(1), 19-26
DOI
|
12 |
Yuan, M.W. (2003), SAP84 Structural Analysis Program (version 6.0), Beijing, 2003. (in Chinese)
|
13 |
Cuthill, E. and McKee, J. (1969), 'Reducing the bandwidth of sparse symmetric matrices', Proc. of 24th National Conf., Association for Computing Machinery, 157-172
|
14 |
Zhang, L.B. (1998), 'Unrolling in Fortran 77 by using m4 macro command', Numerical Analysis and Computer Application, 19(1), 56-62. (in Chinese)
|
15 |
Zhao, X.A. (1992), Structure Design of Reinforced Concrete Tall Building. Beijing: China Architecture and Building Press. (in Chinese)
|
16 |
Fellipa, C.A. (1975), 'Solution of linear equations with skyline-stored symmetric matrix', Comput. Struct., 5(1), 13-29
DOI
ScienceOn
|
17 |
Nguyen, D.T. (2001), Parallel-Vector Equation Solvers for Finite Element Engineering Applications. Kluwer/ Plenum Academics Publisher
|
18 |
CASE Center (2005), GT STRUDL User Guide (version 28), Georgia Tech, Atlanta, GA
|
19 |
Nguyen, D.T., Qin, J., Chang, T.Y.P. and Tong, P. (1997), 'Efficient sparse equation solver with unrolling strategies for computational mechanics', Proc. of the ICES'97 Conf., Costa Rica, May 4-9, 676-681
|
20 |
Chen, P., Zheng, D., Sun, S.L. and Yuan, M.W (2003), 'High performance sparse static solver in finite element analysis with loop-unrolling', Advances in Engineering Software, 34(4), 203-215
DOI
ScienceOn
|
21 |
Technical Specification of Tall Building Structures JBJ3-2002. (2002), Chinese Architecture and Building Press, Beijing. (in Chinese)
|
22 |
Zheng, D. and Chang, T.Y.P. (1995), 'Parallel Cholesky method on MIMD with shared memory', Comput. Struct., 56(1), 25-38
DOI
ScienceOn
|