Results 41 to 50 of about 1,183,170 (153)

Comparison of Codes in Predicting Compression Capacity of Welded High‐Strength I‐Shaped Sections

Advances in Civil Engineering, Volume 2026, Issue 1, 2026.
This study presents a comprehensive investigation into the axial load‐bearing capacity of welded high‐strength steel (HSS) I‐shaped sections subjected to concentric compressive loading. Advanced nonlinear finite element (FE) simulations incorporating experimentally measured geometric imperfections, welding‐induced residual stresses, and nonlinear ...
Iftesham Bashar, Khan Mahmud Amanat, Jian Lin Liu   +2 more
wiley   +1 more source

Investigating the Impact of Material Properties on Mechanistic‐Empirical Flexible Pavement Design Using AASHTOWare Pavement ME Design

Advances in Materials Science and Engineering, Volume 2026, Issue 1, 2026.
This study systematically investigates the influence of various material and soil property inputs on the mechanistic‐empirical (ME) design of flexible pavements, utilizing the AASHTOWare Pavement ME Design software. An experimental design framework, specifically the Plackett–Burman design, was employed to analyze the effects of eleven critical ...
Neamah Suwaidan Adwez, Mohammad Hosein Dehnad, Alireza Noory, Mohammad Rezwan Habib   +3 more
wiley   +1 more source

Reliability Analysis of Anchored Geotechnical Structures for the Design Limit States

Wasit Journal of Engineering Sciences, 2020
Reliability has been considered of magnificent importance in engineering design specially in geotechnical engineering due to the unpredictable conditions of soil layers.
Sohaib K Al-Mamoori, Laheab A. Al-Maliki, Khaled El-Tawel   +2 more
doaj   +1 more source

Bridge Health State Assessment and Multiscale Deterioration Modeling: Methods, Challenges, and Future Prospects

Structural Control and Health Monitoring, Volume 2026, Issue 1, 2026.
Bridge deterioration modeling plays a crucial role in infrastructure maintenance and lifespan prediction. Current methodologies evolve along three axes: (1) Mechanism‐driven models, which leverage structural mechanics and material degradation theories to provide detailed insights into the physical processes underlying deterioration, constrained by ...
Kangliying Yin, Hanbin Luo, Yixiao Shao, Wenli Liu, Zoran Rakicevic   +4 more
wiley   +1 more source

Analisa Perbandingan Desain Perkerasan Lentur Metode Bina Marga 2017 Dengan AASHTO 1993 Kecamatan Marabahan Kabupaten Barito Kuala [PDF]

, 2022
Ruas Jalan Anjir Talaran – Tabukan Raya adalah salah satu  jalan di Kecamatan Marabahan dan Tabukan Kabupaten Barito Kuala. Kondisi jalan ini rusak dan perlu adanya peningkatan jalan agar masyarakat nyaman dan aman berlalu lintas. Oleh karena itu,
Hafizh Ihsani, Abdul, Adriyati, Ria, Suhaimi, Muhammad, Yanuar, Khairil, Anisari, Rezky, Suwaji, Suwaji   +5 more
core   +1 more source

Multi-Composite Geosynthetics for Road Stabilization: Comparative Design and Life Cycle Assessment [PDF]

E3S Web of Conferences
The construction industry is increasingly adopting sustainable practices to address the environmental impacts of human activities. Geosynthetics have become an effective alternative to traditional materials, offering reduced resource consumption and ...
Trovato Fabrizia, Ferrara Marianna, Lugli Giulia   +2 more
doaj   +1 more source

Perencanaan Lapisan Tambahan Menggunakan Hasil Buangan Tambang (Tailing) Pada Perkerasan Kaku Berdasarkan Methoda AASHTO 1993

Jurnal Teknik AMATA, 2023
Tujuan penelitian ini adalah membahas pelapisan tambah pada perkerasan kaku beton (dengan bahan pengisi tailing) dengan metoda AASHTO 1993.Methoda yang dipakai dalam perencanaan pelapisan tambah pada perkerasan kaku beton dengan bahan pengisi tailing adalah dengan menggunakan rumus- rumus perencanaan yang ada sesuai dengan peraturan AASHTO 1993 1.Hasil
openaire   +1 more source

Perencanaan Perkerasan Kaku dengan Metode AASHTO 1993 Studi Kasus Jalan Batanghari II Kabupaten Muaro Jambi

Jurnal Talenta Sipil, 2021
Ruas jalan Batanghari II merupakan  jalan Nasional yang menghubungkan Kota Jambi dengan Kabupaten Tanjung Jabung Timur. Jalan ini membentang sepanjang 33 km dari perbatasan Kota Jambi – Kabupaten Muaro Jambi hingga Zona Lima (simpang plabi) Kabupaten Tanjung Jabung Timur.
Sigit Kurniawan, M Asmuni Jatoeb, Susiana Susiana   +2 more
openaire   +2 more sources

Numerical study on steel plate girders – Minimum bending rigidity of intermediate transverse stiffeners

ce/papers, Volume 8, Issue 6, Page 1277-1283, December 2025.
Abstract Steel plate girders take advantage of transverse stiffeners giving web lateral support along the span and increasing the shear resistance. In addition, transverse stiffeners play a key role in mitigating web buckling by supporting the edges of the web panel and thus anchoring the axial compression resulting from the tension field action.
Sérgio Nascimento, José J. Oliveira Pedro, Ulrike Kuhlmann   +2 more
wiley   +1 more source

Analisis Struktur Perkerasan Lentur Menggunakan Program Everseries dan Metoda AASHTO 1993 Studi kasus: Jalan Tol Jakarta - Cikampek

Jurnal Teknik Sipil, 2008
Di dalam metoda analisis desain overlay/lapis tambah terdapat suatu faktor variasi jenis beban kendaraan yang menjadi salah satu parameter penting dalam perencanaan desain overlay. Tujuan dari penelitian ini adalah untuk menganalisis struktur perkerasan
Tofan Ferdian , Anindita Prasasya , Bambang S. Subagio, Sri Hendarto   +3 more
doaj   +1 more source