international journal of civil engineering سال:2019 - دوره:17

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international journal of civil engineering
سال:2019 - دوره:17 - شماره:7

a simple mathematical method for optimal preliminary design of tall buildings with peak lateral deflection constraint - صفحه:999-1006 an alternative stochastic user equilibrium formulation based on regret theory - صفحه:1107-1113 an evaluation of a predictive conceptual method for contract time determination on highway projects based on project types - صفحه:1057-1073 effect of different pre-exposure loading on chloride penetration in reinforced concrete specimens - صفحه:1075-1094 experimental and numerical analyses of single pedestrian walking on a hollow core concrete floor - صفحه:1201-1209 experimental performance evaluation of multi-storey steel plate shear walls designed by different methods - صفحه:1145-1154 exploring the sources of contractors’ competitive advantage on international hsr construction projects - صفحه:1115-1129 feasibility study on concrete performance made by partial replacement of cement with nanoglass powder and fly ash - صفحه:1007-1014 flexural performance and failure modes of nsm cfrp-strengthened concrete beams: a parametric study - صفحه:935-948 fracture modeling of concrete in plain and reinforced concrete members - صفحه:1029-1042 influence of reactive mgo hydration and cement content on c&dw aggregate concrete characteristics - صفحه:1095-1106 influence of rotating strong ground motions on the response of doubly symmetrical rc wall structures in romania and its implication on code provisions - صفحه:969-979 life-cycle assessment (lca) of wastewater treatment plants: a case study of tehran, iran - صفحه:1155-1169 numerical simulation and failure analysis of st. konstantinos church, after the kozani earthquake - صفحه:949-967 performance assessment of shield tunnel damaged by shield shell extrusion during construction - صفحه:1015-1027 predicting the formwork lateral pressure of self-consolidating concrete based on experimental thixotropy values - صفحه:1131-1144 relationship between hydrologic and metrological droughts using the streamflow drought indices and standardized precipitation indices in the dez watershed of iran - صفحه:1171-1181 shaking table test of mid-rise concrete shear walls with a single layer of web reinforcement and inclined steel bars - صفحه:1043-1055 the applicability of different earthquake intensity measures to the seismic vulnerability of a high-speed railway continuous bridge - صفحه:981-997 the spectra of relative input energy per unit mass of structure for iranian earthquakes - صفحه:1183-1199