1 |
ACI 318S-13 (American Concrete Institute) (2013), Building Code Requirements for Structural Concrete and Commentary, Committee 318.
|
2 |
Agrawal, R. and Hora, M.S. (2012), "Nonlinear interaction behaviour of infilled frame-isolated footings-soil system subjected to seismic loading", Struct. Eng. Mech., 44(1), 85-107.
DOI
|
3 |
Bowles, J.E. (2001), Foundation analysis and design, McGraw-Hill, New York.
|
4 |
Calabera-Ruiz, J. (2000), Calculo de Estructuras de Cimentacion, Intemac Ediciones, Mexico.
|
5 |
Chen, W.R., Chen, C.S and Yu, S.Y. (2011), "Nonlinear vibration of hybrid composite plates on elastic foundations", Struct. Eng. Mech., 37(4), 367-383.
DOI
|
6 |
Das, B.M., Sordo-Zabay, E. and Arrioja-Juarez, R. (2006), Principios de ingenieria de cimentaciones, Cengage Learning Latin America, Mexico.
|
7 |
Gambhir, M.L. (2008), Fundamentals of Reinforced Concrete Design, Prentice-Hall, of India Private Limited.
|
8 |
Gere, J.M. and Goodno, B.J. (2009), Mecanica de Materiales, Cengage Learning, Mexico.
|
9 |
Gonzalez-Cuevas, O.M. and Robles-Fernandez-Villegas, F. (2005), Aspectos fundamentales del concreto reforzado, Limusa, Mexico.
|
10 |
Guler, K. and Celep, Z. (2005), "Response of a rectangular plate-column system on a tensionless Winkler foundation subjected to static and dynamic loads", Struct. Eng. Mech., 21(6), 699-712.
DOI
|
11 |
Kurian, N.P. (2005), Design of foundation systems, Alpha Science Int'l Ltd., India.
|
12 |
Luevanos-Rojas, A. (2012a), "A Mathematical model for dimensioning of footings square", I.RE.C.E., 3(4), 346-350.
|
13 |
Luevanos-Rojas, A. (2012b), "A mathematical model for the dimensioning of circular footings", Far East J. Mat. Sci., 71(2), 357-367.
|
14 |
Luevanos-Rojas, A. (2013), "A mathematical model for dimensioning of footings rectangular", ICIC Express Lett. Part B: Appl., 4(2), 269-274.
|
15 |
Luevanos-Rojas, A., Faudoa-Herrera, J.G., Andrade-Vallejo, R.A. and Cano-Alvarez M.A. (2013), "Design of isolated footings of rectangular form using a new model", Int. J. Innov. Comput. I., 9(10), 4001-4022.
|
16 |
Luevanos-Rojas, A. (2014a), "A comparative study for dimensioning of footings with respect to the contact surface on soil", Int. J. Innov. Comput. I., 10(4), 1313-1326.
|
17 |
Luevanos-Rojas, A. (2014b), "Design of isolated footings of circular form using a new model", Struct. Eng. Mech., 52(4), 767-786.
DOI
|
18 |
Luevanos-Rojas, A. (2014c), "Design of boundary combined footings of rectangular shape using a new model", Dyna-Colombia, 81(188), 199-208.
|
19 |
Maheshwari, P. and Khatri, S. (2012), "Influence of inclusion of geosynthetic layer on response of combined footings on stone column reinforced earth beds", Geomech. Eng., 4(4), 263-279.
DOI
|
20 |
McCormac, J.C. and Brown, R.H. (2013), Design of Reinforced Concrete, John Wiley & Sons, New York.
|
21 |
Mohamed, F.M.O., Vanapalli, S.K. and Saatcioglu, M. (2013), "Generalized Schmertmann equation for settlement estimation of shallow footings in saturated and unsaturated sands", Geomech. Eng., 5(4), 363-377.
DOI
|
22 |
Orbanich, C.J., Dominguez, P.N. and Ortega, N.F. (2012), "Strenghtening and repair of concrete foundation beams whit fiber composite materials", Mater. Struct., 45, 1693-1704.
DOI
|
23 |
Rad, A.B. (2012), "Static response of 2-D functionally graded circular plate with gradient thickness and elastic foundations to compound loads", Struct. Eng. Mech., 44(2), 139-161.
DOI
|
24 |
Orbanich, C.J. and Ortega, N.F. (2013), "Analysis of elastic foundation plates with internal and perimetric stiffening beams on elastic foundations by using Finite Differences Method", Struct. Eng. Mech., 45(2), 169-182.
DOI
|
25 |
Piskunov, N. (2004), Calculo Diferencial e Integral - Tomos 1 y 2, Limusa, Mexico.
|
26 |
Punmia, B.C., Ashok, K.J. and Arun, K.J. (2007), Limit State Design of Reinforced Concrete, Laxmi Publications (P) Limited, New Delhi, India.
|
27 |
Shahin M.A. and Cheung E.M. (2011), "Stochastic design charts for bearing capacity of strip footings", Geomech. Eng., 3(2), 153-167.
DOI
|
28 |
Smith-Pardo, J.P. (2011), "Performance-based framework for soil-structure systems using simplified rocking foundation models", Struct. Eng. Mech., 40(6), 763-782.
DOI
|
29 |
Tomlinson, M.J. (2008), Cimentaciones, Diseno y Construccion, Trillas, Mexico.
|
30 |
Varghese, P.C. (2009), Design of reinforced concrete foundations, PHI Learning Pvt. Ltd., New Delhi, India.
|
31 |
Zhang, L., Zhao, M.H., Xiao, Y. and Ma, B.H. (2011), "Nonlinear analysis of finite beam resting on Winkler with consideration of beam-soil interface resistance effect", Struct. Eng. Mech., 38(5), 573-592.
DOI
|