標(biāo)題: Titlebook: Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11; Structures Track Serge Desjardins,Gérard J. Po [打印本頁] 作者: HEMI 時(shí)間: 2025-3-21 20:07
書目名稱Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11影響因子(影響力)
書目名稱Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11影響因子(影響力)學(xué)科排名
書目名稱Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11網(wǎng)絡(luò)公開度
書目名稱Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11被引頻次
書目名稱Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11被引頻次學(xué)科排名
書目名稱Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11年度引用
書目名稱Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11年度引用學(xué)科排名
書目名稱Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11讀者反饋
書目名稱Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11讀者反饋學(xué)科排名
作者: 運(yùn)動(dòng)性 時(shí)間: 2025-3-21 22:53 作者: 易于 時(shí)間: 2025-3-22 02:23 作者: 橫截,橫斷 時(shí)間: 2025-3-22 07:17
Conference proceedings 2024 the specialty track in structural engineering with topics on bridge design, FRP concrete structures, innovation in structural engineering, seismic analysis and design, wind load on structures, masonry structures, structural optimization, machine learning and AI in structural engineering, and wood a作者: 修正案 時(shí)間: 2025-3-22 09:03
2366-2557 s across the globe.Covers latest research in technological a.This book comprises the proceedings of the Annual Conference of the Canadian Society for Civil Engineering 2023. The contents of this volume focus on the specialty track in structural engineering with topics on bridge design, FRP concrete 作者: DEMUR 時(shí)間: 2025-3-22 14:08
Conference proceedings 2024alysis and design, wind load on structures, masonry structures, structural optimization, machine learning and AI in structural engineering, and wood and timber structures, among others. This volume will prove a valuable resource for researchers and professionals..作者: reflection 時(shí)間: 2025-3-22 19:39
Evaluation of Uniaxial Material Models in Predicting Hysteresis Response of Hollow Structural Section Braces,e braces are presented and interrogated.?The results show a superior performance of the Giuffré-Menegotto-Pinto material model in predicting brace strain-hardening response, first buckling load, post-buckling response, and reloading stiffness. Furthermore, this material model requires a lower computational cost to perform nonlinear analysis.作者: disciplined 時(shí)間: 2025-3-22 21:42
Assessment of Earthquake-Induced Losses of Existing Reinforced Concrete Buildings for Different Seismic Design Code Levels,s essential for the preparation of mitigation plans and emergency response measures toward improved seismic resiliency. Recent research has focused on the aspect of loss of functionality of buildings as a significant measure of seismic resilience. Several approaches are available for loss estimation作者: 最高峰 時(shí)間: 2025-3-23 04:53 作者: ADJ 時(shí)間: 2025-3-23 06:54 作者: 現(xiàn)實(shí) 時(shí)間: 2025-3-23 10:44 作者: PLIC 時(shí)間: 2025-3-23 17:07 作者: 留戀 時(shí)間: 2025-3-23 21:18 作者: Ascribe 時(shí)間: 2025-3-24 00:38
A Novel Approach for Random Field Incorporation in Stochastic Finite Element Simulation of Existing Structures: Application in Marine Structures,m fields. Random fields describe the spatial distribution of a given material property as a function of a predefined set of parameters. Incorporating random fields in nonlinear finite element (FE) simulation, referred to as stochastic FE method (SFEM), is hindered by the lack of practical computer t作者: 滲透 時(shí)間: 2025-3-24 06:08 作者: 加花粗鄙人 時(shí)間: 2025-3-24 09:01 作者: FLAT 時(shí)間: 2025-3-24 11:03 作者: heterogeneous 時(shí)間: 2025-3-24 15:58
Determining Material Properties of a Historical Industrial Steel Frame Structure,reated a new culture of structural conservation and the need for engineers to understand the procedure of structural assessment of existing buildings. Historical structures are a specific niche of existing structures that require a closer assessment. A historical structure should not be damaged duri作者: evanescent 時(shí)間: 2025-3-24 21:01
Mathematical Formula to Evaluate the Required Gap Distance and Impact Forces from Wind-Induced Pounding of Tall Buildings,tures are constructed in close proximity to one another, pounding of structures can transpire when subjected to such extreme lateral loading (e.g., wind or earthquakes) when the separation distance is insufficient. Damages from structures due to pounding can result, ranging from minor to major disas作者: 娘娘腔 時(shí)間: 2025-3-25 00:15
Bridging the Gap Between Data and Outliers: Using Machine Learning to Automate Outlier Sensor Behaviour for Bridge Structural Health Monitoring,ed to changes in material and geometric properties. SHM aims to provide accurate and just-in-time information concerning structural conditions and performance through the recording of representative parameters over the short or long term. A proper SHM system can give an owner better knowledge of the作者: Canyon 時(shí)間: 2025-3-25 06:36
Visual Stress Grading Automation Using Image Processing and Segmentation Analysis, influenced by the presence of visible defects such as knots, grain deviations, and splits. Multiple models were developed to predict the mechanical performance of timber by means of visual stress grading. Stress modification factors are determined according to the frequency of knot sizes and slope 作者: indigenous 時(shí)間: 2025-3-25 09:29 作者: 的闡明 時(shí)間: 2025-3-25 12:12 作者: endure 時(shí)間: 2025-3-25 17:02
A Comparative Study on the Fracture Prediction Capability of XFEM and FEM for Tensile Specimens,n predicting damage initiation and evolution in a tensile specimen. Although the comparison of the two mentioned techniques can be made for various specimens such as SENB, SENT, CT, and standard dog-bone specimens, a rectangular cuboid specimen made of API X65 pipeline steel with a through-thickness作者: fringe 時(shí)間: 2025-3-25 20:14
Extraction of Bolt Shear Forces in Bolted Connections Using Finite Element Method,e exists for short-bolted connections. However, a recent study at McGill University on conventionally constructed braced frames (CCBFs) reported that the shear force was distributed nonuniformly between the bolt group even though the connections were short. Based on this finding, a better understand作者: Occipital-Lobe 時(shí)間: 2025-3-26 03:01 作者: 積云 時(shí)間: 2025-3-26 05:01 作者: Lumbar-Spine 時(shí)間: 2025-3-26 11:15
Sultanur Ashikin,Sifat Muin,Asif Iqbal responses were clustered to form index sub-scores that measured attitudes toward five education domains: Administration and Coordination, Human Relations, Teacher Support, Classroom Learning, and Evaluation. .Systematic planned comparisons were conducted to determine the most978-94-6209-959-3作者: Intuitive 時(shí)間: 2025-3-26 15:09
Adam Hassan,Fadi Oudah responses were clustered to form index sub-scores that measured attitudes toward five education domains: Administration and Coordination, Human Relations, Teacher Support, Classroom Learning, and Evaluation. .Systematic planned comparisons were conducted to determine the most978-94-6209-959-3作者: 指令 時(shí)間: 2025-3-26 17:47
Benefits of Autonomous Drone Flights for Enhanced Bridge Inspections,ation. The benefits for Department of Transportations (DOT) of developing procedures for autonomous drone flights and using of AI software are discussed, and short to long-term recommendations are presented.作者: 杠桿支點(diǎn) 時(shí)間: 2025-3-26 21:17 作者: Peculate 時(shí)間: 2025-3-27 03:26
Assessment of Earthquake-Induced Losses of Existing Reinforced Concrete Buildings for Different Seismic Design Code Levels,ral and non-structural components, and loss analysis based on the correlation between predicted damage states and repair costs as well as the probability of loss of functionality. A comparison between expected losses for different seismic design levels according to the year of construction is presented and discussed.作者: LATER 時(shí)間: 2025-3-27 08:25 作者: STANT 時(shí)間: 2025-3-27 10:11
Cross-Section Influence on the Out-Of-Plane Behavior of Historic Masonry Walls,e effect of cross-section morphology on strength capacity and failure mechanism is critically discussed. Finally, a simple analytical equation is modified to take into account the imperfect connection of the masonry leaves.作者: 消音器 時(shí)間: 2025-3-27 16:45
Visual Stress Grading Automation Using Image Processing and Segmentation Analysis,ormed by edge detection are then measured in pixels, where the nominal dimension of the lumber is used to set the scale for pixel dimensions to real-life dimensions conversion. This paper purposes a knot detection and segmentation algorithm for Casuarina glauca lumber, resulting in a fully automated knot data collection process.作者: Decibel 時(shí)間: 2025-3-27 20:31
