-
21
-
22
-
23
-
24
DISPERSIVE SOIL AMENDMENT USING LIME AND BENTONITE AND PLASTICITY IMPROVEMENT IN EARTH DAMS FOR REDUCING ARCHING EFFECTS
Published 2020-05-01“…In this case, available problematic soils (e.g., dispersive soils) can be utilized after amendment. The amended soil is supposed to not show its problematic behavior before treatment. …”
Get full text
Article -
25
-
26
INVESTIGATING EFFECTS OF STRESS-DEPENDENT MATERIAL DAMPING ON THE NONLINEAR SEISMIC RESPONSE OF A TYPICAL CONCRETE GRAVITY DAM
Published 2021-02-01“…Although this assumption is accepted in analysis and design of structures, there is some distance from the experimental results showing that the damping ratio depends on the stress amplitude. …”
Get full text
Article -
27
-
28
OPTIMIZATION OF PARAMETERS DEPENDED ON THE ELECTRODE IN THE DYE TREATMENT BY USE OF THE ELECTRO-COAGULATION-FLOTATION PROCESS
Published 2018-05-01“…In this study, reactors designed in a manner intended to electric coagulation properties and electric flotation can be used simultaneously. …”
Get full text
Article -
29
-
30
TIME-DEPENDENT DEFORMATION OF VISCOELASTIC THICK PLATES BY A FULLY DISCRETIZED FINITE STRIP METHOD USING HIGHER ORDER SHEAR DEFORMATION
Published 2019-02-01“…Time-dependent deformation and critical load of viscoelastic thick plates were evaluated in the present study. …”
Get full text
Article -
31
-
32
SEMI-ACTIVE OF BASE-ISOLATED BUILDING WITH VARIABLE CURVATURE SLIDING ISOLATORS...
Published 2019-05-01Subjects: “…variable curvature friction pendulum system (vcfps)…”
Get full text
Article -
33
-
34
مطالعه ی آزمایشگاهی الگوی جریان پیرامون سری پایه ی پل سه تایی عمود بر جهت جریان مستقر در قوس ۱۸۰ درجه با بستر صلب...
Published 2019-08-01Subjects: Get full text
Article -
35
-
36
USING MOVING LEAST SQUARES APPROXIMATION FUNCTION IN THE FINITE VOLUME METHOD FOR THE CALCULATION OF THE STRESS INTENSITY FACTOR OF THE CRACKED BENDING
Published 2019-08-01“…On the other hand, the finite volume method (FVM) as a well-known method in the computational mechanics, is found as a powerful method for the bending analysis of beams and plates, with no matter of thickness varies from very thin to moderately thick beams and plates. …”
Get full text
Article -
37
DEVELOPMENT OF A METHOD FOR DETERMINATION OF LOCATION OF MAXIMUM SHEAR STRESS IN RIVER BENDS (VERIFICATION OF REPORT NO. 592, IRANIAN ENERGY MINISTRY
Published 2019-08-01Subjects: “…the relative curvature of river bends…”
Get full text
Article -
38
ASSESSMENT OF EFFECT OF INITIAL OUT-OF-PLUMBNESS IMPERFECTION OF COLUMNS ON THE BEHAVIOR OF 2D BENDING STEEL FRAMES WITH VARIOUS LOADINGS BY ADVANCED PLASTIC ZONE AN
Published 2015-03-01“…In this idealization, it assumes that the element remains elastic, except at the ends, where zero-length plastic hinges can form. …”
Get full text
Article -
39
NUMERICAL ANALYSIS OF THE COUNTER-INTUITIVE DYNAMIC BEHAVIOR OF THE ELASTIC-PLASTIC PIN-ENDED BEAMS UNDER IMPULSIVE LOADING WITH REGARDING THE LINEAR
Published 2018-11-01“…This present paper studied the effects of hardening in the counter-intuitive dynamic behavior of the elastic-plastic pin-ended beams under impulsive loading, by developing the proposed Galerkin's numerical model and by presenting a novel algorithm. …”
Get full text
Article -
40
HYDRODYNAMIC COEFFICIENTS ESTIMATION OF A PROLATE SPHEROID USING COMBINATION OF HYBRID EXTENDED KALMAN FILTER (HEKF) AND COMPUTATIONAL FLUID DYNAMICS
Published 2020-05-01“…For this purpose, first, a CFD-based numerical model has been developed for an axisymmetric prolate spheroid by the commercial code ANSYS CFX software using the remeshing algorithm in dynamic mesh method. …”
Get full text
Article