In this paper first, Two buildings have been modeled
and then analyzed using nonlinear static analysis method under two
different conditions in Nonlinear SAP 2000 software. In the first
condition the interaction of soil adjacent to the walls of basement are
ignored while in the second case this interaction have been modeled
using Gap elements of nonlinear SAP2000 software. Finally,
comparing the results of two models, the effects of soil-structure on
period, target point displacement, internal forces, shape deformations
and base shears have been studied. According to the results, this
interaction has always increased the base shear of buildings,
decreased the period of structure and target point displacement, and
often decreased the internal forces and displacements.
[1] CSI, (2000). SAP-2000, three dimensional static and dynamic finite
element analyses of the structures. Computers and Structures, Inc.,
Berkeley, CA.
[2] FEMA,(2000). NEHRP recommended provisions for seismic regulations
for new buildings. Report no. 356, Federal Emergency Management
Agency, Washington D.C.
[3] Iran National Building Code, 519, 2000; Housing and Municipal
Engineering Ministry.
[4] ICBO, 1997, Uniform Building Code, International Council of Building
Officials, Whittier, CA.
[5] Applied Projects in Seismic Rehabilitation of Building; Shayanfar M.A.
and Ghanoonibagha M. Abnous Publication, Tehran, 2010.
[6] T. Takeda, M.A. Sozen, N.N. Nielsen, "Reinforced Concrete Response
to Simulated Earthquakes," J. Struct. Engrg. Div., ASCE, V. 96, No. 12,
1970, pp. 2257-2573.
[1] CSI, (2000). SAP-2000, three dimensional static and dynamic finite
element analyses of the structures. Computers and Structures, Inc.,
Berkeley, CA.
[2] FEMA,(2000). NEHRP recommended provisions for seismic regulations
for new buildings. Report no. 356, Federal Emergency Management
Agency, Washington D.C.
[3] Iran National Building Code, 519, 2000; Housing and Municipal
Engineering Ministry.
[4] ICBO, 1997, Uniform Building Code, International Council of Building
Officials, Whittier, CA.
[5] Applied Projects in Seismic Rehabilitation of Building; Shayanfar M.A.
and Ghanoonibagha M. Abnous Publication, Tehran, 2010.
[6] T. Takeda, M.A. Sozen, N.N. Nielsen, "Reinforced Concrete Response
to Simulated Earthquakes," J. Struct. Engrg. Div., ASCE, V. 96, No. 12,
1970, pp. 2257-2573.
@article{"International Journal of Architectural, Civil and Construction Sciences:53748", author = "M.O. Makhmalbaf and M. GhanooniBagha and M.A. Tutunchian and M. Zabihi Samani", title = "Pushover Analysis of Short Structures", abstract = "In this paper first, Two buildings have been modeled
and then analyzed using nonlinear static analysis method under two
different conditions in Nonlinear SAP 2000 software. In the first
condition the interaction of soil adjacent to the walls of basement are
ignored while in the second case this interaction have been modeled
using Gap elements of nonlinear SAP2000 software. Finally,
comparing the results of two models, the effects of soil-structure on
period, target point displacement, internal forces, shape deformations
and base shears have been studied. According to the results, this
interaction has always increased the base shear of buildings,
decreased the period of structure and target point displacement, and
often decreased the internal forces and displacements.", keywords = "Seismic Rehabilitation, Soil-Structure Interaction,Short Structure, Nonlinear Static Analysis.", volume = "5", number = "3", pages = "117-5", }