標(biāo)題: Titlebook: Proceedings of the 8th International Conference on Civil Engineering; ICOCE 2024, 22–24 Ma Eric Strauss Conference proceedings 2025 The Edi [打印本頁] 作者: intrinsic 時(shí)間: 2025-3-21 18:41
書目名稱Proceedings of the 8th International Conference on Civil Engineering影響因子(影響力)
書目名稱Proceedings of the 8th International Conference on Civil Engineering影響因子(影響力)學(xué)科排名
書目名稱Proceedings of the 8th International Conference on Civil Engineering網(wǎng)絡(luò)公開度
書目名稱Proceedings of the 8th International Conference on Civil Engineering網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Proceedings of the 8th International Conference on Civil Engineering被引頻次
書目名稱Proceedings of the 8th International Conference on Civil Engineering被引頻次學(xué)科排名
書目名稱Proceedings of the 8th International Conference on Civil Engineering年度引用
書目名稱Proceedings of the 8th International Conference on Civil Engineering年度引用學(xué)科排名
書目名稱Proceedings of the 8th International Conference on Civil Engineering讀者反饋
書目名稱Proceedings of the 8th International Conference on Civil Engineering讀者反饋學(xué)科排名
作者: conquer 時(shí)間: 2025-3-21 23:14
Analysis of Karst Water System and Upper Reservoir Leakage of the Pumped-Storage Power Station in Jiangyou, Chinaconditions. We studied the leakage conditions of the reservoir based on topographic and geological conditions, ground water distribution, water permeability of rock mass, and evolution trend of a relatively impermeable layer of the upper reservoir. Our findings provide geological references for selecting strategies to prevent reservoir leakage.作者: insidious 時(shí)間: 2025-3-22 03:06 作者: mydriatic 時(shí)間: 2025-3-22 05:58
2366-2557 eering methods to promote governmental and industrial polici.This book consists of the most recent group of peer-reviewed research papers presented at the 8th International Conference on Civil Engineering, ICOCE 2024 held in Singapore from March 22 to 24. Important issues addressed in the book show 作者: 可用 時(shí)間: 2025-3-22 10:28
Evaluation Equations of Global Stability for Single-Layer Cylindrical Grid Shells Based on Parametric Analysis and Regression Analysisof global buckling load, effectiveness stiffness and geometric parameters into the form of the equation. As a result, the calculating results of equations match the analysis results very well, which shows the high accuracy of the proposed equations.作者: 蛤肉 時(shí)間: 2025-3-22 14:17
Conference proceedings 2025E 2024 held in Singapore from March 22 to 24. Important issues addressed in the book show the emerging relationships between technology and the built environment. Engineering solutions are treated from a global perspective. Highlighted fields of inquiry include hazard mitigation, materials managemen作者: BIBLE 時(shí)間: 2025-3-22 21:00 作者: PAN 時(shí)間: 2025-3-23 00:33
Numerical Study of Cold-Formed Steel Built-Up Compression Members for Long-Span Structuress the usage of back-to-back built-up cold-formed steel channels as compression members are growing in popularity. However, for long-span structures, back-to-back built-up I sections as columns are not yet effective in replacing hot-rolled steel in terms of cost and profile stiffness. To address the 作者: OPINE 時(shí)間: 2025-3-23 01:52
Inspection, Appraisal, and Rehabilitation Plan for the Main Shaft Tower at a Gold Minetu inspection and appraisal according to the current national standards. Testing instruments and equipment were used in the in situ inspection. The inspection covered various aspects including its foundation, load-bearing structural members, and connections, concrete strength, rebar cross-sectional 作者: CLEFT 時(shí)間: 2025-3-23 08:53
Evaluation Equations of Global Stability for Single-Layer Cylindrical Grid Shells Based on Parametric Analysis and Regression Analysisboth of them have applied limits and inconvenience for common engineers. This study aims to propose evaluation equations to calculate the global buckling load of single-layer grid shells simply. Accordingly, large amounts of parametric analysis cases are carried out to investigate the relation of ge作者: 黑豹 時(shí)間: 2025-3-23 09:45 作者: 遺產(chǎn) 時(shí)間: 2025-3-23 14:49
Experimental and Numerical Study of Full-Size Reinforced Geopolymer Concrete Beamsdesigned to analyze the damage process and damage pattern of reinforced geopolymer concrete beams. Based on the test, a numerical model is established by numerical simulation using ABAQUS software. The dimensional sensitivity is further analyzed by finite elements based on the test. The experimental作者: manifestation 時(shí)間: 2025-3-23 19:49 作者: novelty 時(shí)間: 2025-3-23 22:25
Theoretical Study on the Influence of Plate Position Parameters on the Compressive Bearing Capacity of Concrete Expanded Plate Double Pilely focused on the problem of CEP single pile, with little research on the problem of the CEP pile group. Therefore, this work uses ANSYS software to perform finite element simulation analysis of the CEP pile group. The effects of different plate positions of CEP double pile under vertical pressure o作者: Semblance 時(shí)間: 2025-3-24 03:13
Detecting Debonding in FRP Retrofitted Concrete Beams Using Nonlinear Ultrasonic Waves to impart increased strength and durability. However, FRP retrofitted structures are susceptible to various damage mechanisms, with debonding being a critical issue. In this context, non-destructive testing (NDT) techniques play a crucial role in assessing and monitoring the structural health of FR作者: MUTED 時(shí)間: 2025-3-24 08:37 作者: Endemic 時(shí)間: 2025-3-24 13:36
Selection of Highway Underpass Accessibility Solution for Flooded Area Using Analytical Hierarchy Process Method are vulnerable to waterlogging, especially in several locations in Indonesia such as the Sentiong Underpass, Kemayoran, East Bekasi, and in Semarang (Dempel as local road, Soekarno Hatta as artery road). This research aims to determine the priority of alternative accessibility solutions to the prob作者: 有發(fā)明天才 時(shí)間: 2025-3-24 16:37
Local Scour Studies on Spur Dyke with Grouped Pilesde structures, e.g., abutments, spurs, and piers. Spur dykes are the hydraulic structures those are employed to divert the flow in order to protect the both banks of the river from possibility of erosion. By changing the local spacing between permeable and impermeable spur dykes, there is a great in作者: ALE 時(shí)間: 2025-3-24 20:26 作者: BLAZE 時(shí)間: 2025-3-25 01:28
Indicators to Check Global Optimality of Design Solution of Looped Water Distribution Networks of discrete pipe sizes. Obtaining the global optimal solution of NLP-Hard problem is always a challenging task. In most of the available techniques, multiple solutions are obtained and the best one is adopted. Hence, the global optimality of the adopted solution is not guaranteed. It is observed th作者: Lucubrate 時(shí)間: 2025-3-25 07:04 作者: 憤慨點(diǎn)吧 時(shí)間: 2025-3-25 11:09 作者: MORPH 時(shí)間: 2025-3-25 14:01
Baoxin Liu,Pei-Shan Chen,Yaozhi Luo,Hui-Bin Ge,Yanbin Shen作者: 切割 時(shí)間: 2025-3-25 19:27
Alaa Hassoon,Haider M. Al-Jelawy,Alaa Jaleel Naji,Dheyaa A. N. Alobaidi作者: critic 時(shí)間: 2025-3-25 23:06
Hanyuan Chang,Yongmei Qian,Lian Zhai,Ji Yuan Zhang作者: Emasculate 時(shí)間: 2025-3-26 02:58
Reza Soleimanpour,Mohammad Hany Yassin,Naser Khaled Mohammad,Mohammad Khaleel Bo Arki,Miryan Nabil Sweid作者: 小樣他閑聊 時(shí)間: 2025-3-26 07:55
Danang Atmodjo,Slamet Imam Wahyudi,Henny Pratiwi Adi,Rahmatia Sarah Wahyudi作者: 勉勵(lì) 時(shí)間: 2025-3-26 08:48 作者: 一加就噴出 時(shí)間: 2025-3-26 12:45 作者: Ligneous 時(shí)間: 2025-3-26 19:42
Numerical Study of Cold-Formed Steel Built-Up Compression Members for Long-Span Structuresp sections and built-up battened columns sections as alternatives to built-up section columns for long-span structures. The results show from a comparison of material weight with a gapped built-up column that an efficiency of 8.23 and 12.83% can be obtained from the built-up batten column compared to the standard back-to-back I section.作者: Invertebrate 時(shí)間: 2025-3-27 00:17
Structural Behavior of Reinforced Concrete Spliced Beams Subjected to Repeated Loads: An Experimental Studyf SFC of 1% volume fraction at joint regions increased load-carrying capacity by 59.3% with a rather ductile failure. In addition, strengthening the spliced beams using NSM-CFRP bars improved the loading capacity by 36–116.7%.作者: backdrop 時(shí)間: 2025-3-27 02:32 作者: Culpable 時(shí)間: 2025-3-27 06:38 作者: atopic 時(shí)間: 2025-3-27 13:07 作者: 大門在匯總 時(shí)間: 2025-3-27 17:37 作者: Incorporate 時(shí)間: 2025-3-27 18:10
Selection of Highway Underpass Accessibility Solution for Flooded Area Using Analytical Hierarchy Process Methoderground water storage wall structure can be created to regulate water discharge, equipped with a pump house. This aims to act as a temporary water reservoir to deal with excess water volume when it rains.
