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Year
Code
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51
19518
Analyzing customer behavior in terms of satisfaction, underestanding profitability, and metteng its expectations by using a combination of theories of financial self-efficacy and technology to benefit from the financial services of the fintech industry
0
khu-cv-ths-359-53764
11 Time(s)
52
19517
Robust path tracking of autonomous vehicles with input delay using MPC
0
khu-cv-ths-321-53761
9 Time(s)
53
19515
Investigating and comparing the accuracy of classification methods of normal neural network, neural network with deep learning and random forest in determining the qualitative characteristics of forest tree canopy using Landsat 8 images
0
khu-cv-ths-181-53751
9 Time(s)
54
19513
Iran's hydropolitical approaches in the catchment of western border rivers (Emphasizing the Border Rivers and Joint Water Resources)
0
khu-cv-ths-167-53749
10 Time(s)
55
19436
Economic and social activities of Imam Ali with emphasis on the Caliphate (35 to 40 AH) (651-661 AD)
0
khu-cv-ths-480-52802
10 Time(s)
56
19430
The role and function of dreams in Iranian fiction (selected stories) based on the theories of Freud and Jung
0
khu-cv-ths-444-52784
8 Time(s)
57
19468
Desingning a model of governmental policies to upgrading Iran’s position in the global value chain based on grounded theory approach
0
khu-cv-ths-364-53024
11 Time(s)
58
19611
Seismic performance of joints in prefabricated structures (Case XL connection case example)
0
khu-cv-ths-280-54245
7 Time(s)
59
19622
Monitoring species tower health by setting parameters in artificial intelligence methods
0
khu-cv-ths-280-54256
11 Time(s)
60
19621
Controlling the vibrations of suspension bridges using new mathematical relationships in the field of time and space
0
khu-cv-ths-280-54255
11 Time(s)
61
19620
Semi-active adjusted fluid column damper performance with two-phase fuzzy control under random bandwidth vibrations
0
khu-cv-ths-280-54254
11 Time(s)
62
19619
Identification of damage position in laboratory model of three-dimensional building frame using modal analysis
0
khu-cv-ths-280-54253
10 Time(s)
63
19618
Development of fragility curves of medium flexural frames made of perforated core joints using energy method under the influence of near-fault earthquakes under the effect of progressive orientation
0
khu-cv-ths-280-54252
7 Time(s)
64
19617
Detection of damage severity in concrete frames using wavelet transform
0
khu-cv-ths-280-54251
10 Time(s)
65
19616
Determining the share of anchor slope of the connection spring in the anchor curve of the overall slope of the semi-rigid connection of beams and columns
0
khu-cv-ths-280-54250
9 Time(s)
66
19615
Combined control of vibrations of high-rise structures with fuzzy logic type II under the excitation of a case study example: 15-storey building of Kharazmi University
0
khu-cv-ths-280-54249
8 Time(s)
67
19614
Seismic behavior of a wide beam-reinforced concrete column connection spring
0
khu-cv-ths-280-54248
8 Time(s)
68
19613
Erosion monitoring in structures using environmental vibrations
0
khu-cv-ths-280-54247
9 Time(s)
69
19612
Optimal seismic control with direct design approach based on relocation of dual sturdy skeletons with stiffening belts
0
khu-cv-ths-280-54246
8 Time(s)
70
19610
Determination of seismic response parameters and progressive failure mechanisms in dual wall frame system in steel structures
0
khu-cv-ths-280-54244
8 Time(s)
71
19624
Vibration control of intermediate structures using earthquake-adjusted composite mass dampers with shock-absorbing particles
0
khu-cv-ths-280-54258
9 Time(s)
72
19609
Control of flotation instability in suspension bridges
0
khu-cv-ths-280-54243
8 Time(s)
73
19608
Analytical representation of design process based on direct displacement in high-rise steel structures with peripheral bending frame system
0
khu-cv-ths-280-54242
9 Time(s)
74
19607
Provide a model for the dynamic behavior of cement sandy soils
0
khu-cv-ths-280-54241
8 Time(s)
75
19606
Analytical and numerical evaluation of the performance of semi-active damped liquid column dampers in reducing the seismic response of high-rise structures
0
khu-cv-ths-280-54240
8 Time(s)
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