2026-09-14T03:40:49+03:30 http://ijce.iust.ac.ir/browse.php?mag_id=17&slc_lang=en&sid=1

17-176 2026-09-14 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2008 6 3 Amir Hamidi hamidi@tmu.ac.ir S. Mohsen Haeri smhaeri@sharif.ac.ir The deformation and stiffness characteristics of a cemented gravely sand was investigated using triaxial equipment. The triaxial tests were conducted in both dry and saturated undrained conditions. Artificially cemented samples are prepared using gypsum plaster as the cementing agent. The plaster was mixed with the base soil at the weight percentages of 1.5, 3, 4.5 and 6. The applied confining pressure varied between 25 to 500 kPa in triaxial tests. The process of yielding of the soil was investigated for the considered soil and the bond and final yield points were identified for the cemented soil with different cement contents. The variations of deformation and stiffness parameters with cement content and confining stress were studied as well. Some of the parameters were determined for both drained and undrained conditions to investigate the effect of drainage condition on the stiffness and yield characteristics of the tested cemented gravely sand. According to the results, the difference between drained and undrained tangent stiffness decreases with increase in confining stress. Finally the effect of cement type was investigated as an important parameter affecting the stiffness at bond yield. The rate of increase in tangent stiffness at bond yield changes with cement content for different cementing agents. Stiffness Deformation Gravely sand Triaxial test Yield Cementation Gypsum 2008 9 01 159 173 http://ijce.iust.ac.ir/article-1-176-en.pdf

17-177 2026-09-14 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2008 6 3 Shahram Feizee Masouleh Kazem Fakharian kfakhari@aut.ac.ir A finite-difference based continuum numerical model is developed for the pile-soil dynamic response during pile driving. The model is capable of simulating the wave propagation analysis along the pile shaft and through the soil media. The pile-soil media, loading and boundary conditions are such that axisymmetric assumption seems to be an optimized choice to substantially reduce the analysis time and effort. The hydrostatic effect of water is also considered on the effective stresses throughout the soil media and at the pilesoil interface. The developed model is used for signal matching analysis of a well-documented driven pile. The results showed very good agreement with field measurements. It is found that the effect of radiation damping significantly changes the pile-soil stiffness due to the hammer blow. The pile tip response shows substantial increase in soil stiffness below and around the pile tip due to driving efforts. pile driving analysis stress wave propagation continuum numerical model finite difference method signal matching analysis viscous damping radiation damping 2008 9 01 174 183 http://ijce.iust.ac.ir/article-1-177-en.PDF

17-178 2026-09-14 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2008 6 3 G. Ghodrati Amiri ghodrati@iust.ac.ir F. Manouchehri Dana S. Sedighi By application of design spectra in seismic analyses, determination of design spectra for different site conditions, magnitudes, safety levels and damping ratios will improve the accuracy of seismic analysis results. The result of this research provides different design acceleration spectra based on Iran earthquakes database for different conditions. For this purpose first a set of 146 records was selected according to causative earthquake specifications, device error modification and site conditions. Then the design acceleration spectra are determined for 4 different site conditions presented in Iranian code of practice for seismic resistant design of buildings (Standard No. 2800), different magnitudes (MsO5.5 & Ms>5.5), different damping ratios (0, 2, 5, 10, 20 percent) and also various safety levels (50% & 84%). Also this research compares the determined design spectra with those in Standard No. 2800. Design Acceleration Spectrum; Site Conditions; Magnitude; Safety Level; Damping. 2008 9 01 184 197 http://ijce.iust.ac.ir/article-1-178-en.pdf

17-179 2026-09-14 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2008 6 3 S.H. Ebrahimi S. Mohammadi smoham@ut.ac.ir A. Asadpoure A new approach is proposed to model a crack in orthotropic composite media using the extended finite element method (XFEM). The XFEM uses the concept of partition of unity in addition to meshless basic idea of approximating a field variable by its values at a set of surrounding nodes. As a result, higher order approximations can be designed with the same total number of degrees of freedom. In this procedure, by using meshless based ideas, elements containing a crack are not required to conform to crack edges. Therefore mesh generating is performed without any consideration of crack conformations for elements and the method has the ability of extending the crack without any remeshing. Furthermore, the type of elements around the cracktip is the same as other parts of the finite element model and the number of nodes and consequently degrees of freedom are reduced considerably in comparison to the classical finite element method. Developed orthotropic enrichment functions are further modified to enable modeling isotropic problems. Extended finite element method orthotropic media near tip field crack. 2008 9 01 198 207 http://ijce.iust.ac.ir/article-1-179-en.pdf

17-180 2026-09-14 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2008 6 3 M. Reza Esfahani esfahani@ferdowsi.um.ac.ir In this paper, the effect of cyclic loading on punching strength of flat slabs strengthened with Carbon Fiber Reinforced Polymer (CFRP) sheets is studied. Experimental results of ten slab specimens under monotonic and cyclic loading are analyzed. Eight specimens were strengthened with CFRP sheets on the tensile face of the slabs and the two other specimens were kept un-strengthened as control specimens. The width of CFRP sheets varied in different specimens. After the tests, the punching shear strength of specimens under cyclic loading was compared with those with monotonic loading. The comparison of results shows that cyclic loading decreases the effect of CFRP sheets on punching shear strengthening. This decrease was more for the specimens with a larger value of reinforcing steel ratio. Therefore, it can be concluded that for specimens with large reinforcing steel ratios, cyclic loading may completely eliminate the effect of CFRP sheets on shear strengthening of slabs. cyclic loading flat slab CFRP sheet punching shear strengthening 2008 9 01 208 215 http://ijce.iust.ac.ir/article-1-180-en.pdf

17-181 2026-09-14 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2008 6 3 A. Kaveh M. Najimi alikaveh@iust.ac.ir In this paper, the Rayleigh's quotient and the inverse vector iteration method are presented. The latter approach helps to obtain the natural frequencies and mode shapes of a structure. Inverse vector iteration method with shifting enables to determine the higher modes. Some basic theorems of linear algebra are presented and extended to study the free vibration of structures. The variation theorems are presented for predicting the eigenvalues and eigenvectors of the modified structures. These theorems reduce the number of cycles of the iterations used for calculating the eigenvalues and eigenvectors of the modified structures. Finally, an example is solved to show the ability of the present approach. Structural variation theorems Inverse vector iteration method Rayleigh\'s quotient Eigenvalues Eigenvectors and Gram-Schmidt Orthogonalization 2008 9 01 216 225 http://ijce.iust.ac.ir/article-1-181-en.pdf

17-138 2026-09-14 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2008 6 3 MOHAMMAD REZA KAVIAN POUR Kavianpour@kntu.ac.ir H.R. MASOUMI Hydraulics of stepped spillway is a very complicated phenomenon, as it consists of a two phase flow passing through a set of designed steps. The steps increase the rate of energy dissipation taking place on the spillway face. Turbulence, flow aeration and energy dissipation are the main tasks in the design of such structures. This study consists of the experimental investigation to determine the energy dissipation over stepped spillways. Experiments conducted at Water Research Institute on two physical models of the Siyah Bisheh stepped spillways in Iran. To develop a more generalized expression, the results of previous investigations were also considered in our study. Therefore, a wide range of variables were taken into account to estimate the energy dissipation along the non-uniform flow regime. Assuming the energy dissipation along the uniform flow regime to be equal to the vertical displacement of the jet, the total energy lost was calculated. A comparison of the results with those of measurements showed a regression of 0.92 for the total energy dissipation, which is one of the features of the present method for estimating of the energy dissipation, compared with the previous investigation. HYDRAULIC STRUCTURE STEPPED SPILLWAY ENERGY DISSIPATION AIR WATER FLOW 2008 9 01 230 237 http://ijce.iust.ac.ir/article-1-138-en.pdf