Results 41 to 50 of about 13,004 (197)

Distributed AutoML framework for multi‐objective optimization of concrete crack segmentation models

open access: yesStructural Concrete, Volume 27, Issue 1, Page 998-1019, February 2026.
Abstract Monitoring cracks in concrete surfaces is essential for structural safety. While machine vision techniques have received significant interest in this domain, selecting optimal models and tuning hyperparameters remain challenging. This paper proposes a Distributed Automated Machine Learning (AutoML) framework for efficiently designing and ...
Armin Dadras Eslamlou   +3 more
wiley   +1 more source

Determinación probabilística del tiempo de servicio de estructuras de pavimentos

open access: yesRevista Ingeniería de Construcción, 2020
En Chile, como en muchos países de Suramérica, AASHTO 93 es el método oficial para el diseño de pavimentos asfálticos. El método entrega un número estimado de ejes equivalentes estándar de 80 kN que el pavimento puede soportar hasta alcanzar un cierto ...
M. Rodríguez, G. Thenoux, A. González
doaj   +1 more source

Fiber‐Modified Open‐Graded Friction Courses: Unveiling Enhanced Workability and Durability in Pavements

open access: yesEngineering Reports, Volume 8, Issue 1, January 2026.
Open‐Graded Friction Course (OGFC) mixtures for flexible pavements. ABSTRACT Open‐Graded Friction Course (OGFC) mixtures in flexible pavements are known for their efficient drainage characteristics, but concerns exist regarding their structural weaknesses and short lifespans. This study investigates methods to improve the mechanical performance of OGFC
Muttana S. Balreddy   +3 more
wiley   +1 more source

Data Driven Based Bridge Damage Identification Using a Statistical Approach Utilizing Vehicle‐Induced Acceleration Responses

open access: yesAdvances in Civil Engineering, Volume 2026, Issue 1, 2026.
The integration of data‐driven methodologies in bridge health monitoring is gaining increasing attention due to their ability to overcome conventional approaches’ limitations. This study proposes a bridge damage identification method for simply supported bridges, leveraging output‐only vehicle‐induced vibration responses, eliminating the need for ...
Md. Niamul Haque   +2 more
wiley   +1 more source

Perbandingan Tebal dan Analisis Kerusakan Perkerasan Lentur Menggunakan Program KENPAVE dan Metode Asphalt Institute

open access: yesSemesta Teknika, 2018
The mechanistic-empirical method is one of the techniques used in the design of pavement thickness. Maospati-Sukomoro Road is the primary access to Magetan City which is traversed by heavy vehicle traffic.
Dian Setiawan M   +2 more
doaj   +1 more source

Nondestructive Evaluation of Temperature Effects on the Dynamic Properties of Asphalt Concrete via EMA

open access: yesAdvances in Civil Engineering, Volume 2026, Issue 1, 2026.
Understanding how asphalt concrete (AC) responds to temperature variations is vital for predicting pavement performance and ensuring long‐term durability. Conventional methods are often time‐consuming and require bulky equipment. As a nondestructive alternative, experimental modal analysis (EMA) offers a promising approach.
Bekir Aktaş   +4 more
wiley   +1 more source

Comparison of Totally Prefabricated Bridge Substructure Designed According to Korea Highway Bridge Design (KHBD) and AASHTO-LRFD

open access: yes, 2013
The purpose of this study was to investigate the design comparison of totally prefabricated bridge substructure system. Prefabricated bridge substructure systems are a relatively new and versatile alternative in substructure design that can offer ...
Tae-Hoon Kim
semanticscholar   +1 more source

Performance of Concrete Using Water Hyacinth Ash as a Partial Cement Substitute

open access: yesAdvances in Materials Science and Engineering, Volume 2026, Issue 1, 2026.
Concrete is one of the most widely used construction materials, with cement as its primary component. However, cement production significantly contributes to CO2 emissions, posing environmental challenges. This study investigates the use of water hyacinth ash (WHA) as a sustainable partial replacement for cement in C‐30 grade concrete.
Temesgen Ejigu Alene   +5 more
wiley   +1 more source

Development of Rock Embedded Drilled Shaft Resistance Factors in Korea based on Field Tests

open access: yesApplied Sciences, 2019
Load and resistance factor design (LRFD) is a limit state design method that has been applied worldwide. Because the data for determining LRFD factors in Korea has been insufficient, the resistance factors suggested by American Association of State ...
Seok Jung KIM   +3 more
doaj   +1 more source

Evalution the Load Distribution Factors for Horizontally Curved Composite Concrete-Steel Girder Bridges [PDF]

open access: yesEngineering and Technology Journal, 2014
In this research paper, a 3-D finite element model was used for the analysis of curved concrete slab on steel girder bridges. A parametric study was carried out to calculate the load distribution factors for horizontally curved steel I-girder bridges ...
Eyad K. Say hood   +2 more
doaj   +1 more source

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