1998
DOI: 10.1111/0885-9507.00104
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Inverse Analysis of Aesthetic Evaluation of Planted Concrete Structures by Neural Networks

Abstract: Scenery evaluation depends on the evaluator's experiences or perceptions. Thus inverse analysis by neural networks of scenery evaluation of planted concrete structures (concrete retaining walls) was examined in this study. In addition, in order to identify the evaluation schemes of evaluators, sensitivity analysis was performed on the obtained neural network structure. The efficacy of neural network inverse analysis and genetic algorithm analysis using fuzzy-set theory in reproduction of the same scenery evalu… Show more

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Cited by 4 publications
(2 citation statements)
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“…They used the analytic hierarchy process (AHP) method to represent the user preference in a fitness function. Chikata et al [16] simulated user aesthetic evaluation information in the design of concrete retaining walls based on neural networks. For the design of discrete structures, a remarkable work was conducted by Bailey and Raich [17].…”
Section: Related Work 21 Research On User Design Preferencementioning
confidence: 99%
“…They used the analytic hierarchy process (AHP) method to represent the user preference in a fitness function. Chikata et al [16] simulated user aesthetic evaluation information in the design of concrete retaining walls based on neural networks. For the design of discrete structures, a remarkable work was conducted by Bailey and Raich [17].…”
Section: Related Work 21 Research On User Design Preferencementioning
confidence: 99%
“…Goh (1995) demonstrates application of the BP algorithm for correlating various experimental parameters and evaluating the CPT calibration chamber test data. The BP algorithm is used by Chikata et al (1998) to develop a system for aesthetic evaluation of concrete retaining walls and by Teh et al (1997) to estimate static capacity of precast reinforced concrete piles from dynamic stress wave data. Juang and Chen (1999) present neural network models for evaluating the liquefaction potential of sandy soils.…”
Section: Geotechnical Engineeringmentioning
confidence: 99%