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Guochang LI, Hongping YU, Chen FANG
《结构与土木工程前沿(英文)》 2013年 第7卷 第3期 页码 296-303 doi: 10.1007/s11709-013-0217-7
关键词: rectangular tubular columns T-stub semi-rigid nonlinear finite element analysis moment-rotation curves
Mohammad Ali NAGHSH, Aydin SHISHEGARAN, Behnam KARAMI, Timon RABCZUK, Arshia SHISHEGARAN, Hamed TAGHAVIZADEH, Mehdi MORADI
《结构与土木工程前沿(英文)》 2021年 第15卷 第1期 页码 194-212 doi: 10.1007/s11709-020-0688-2
关键词: column-tree moment connection Finite element model parametric study fire regression models gene expression programming
Effect of RC wall on the development of plastic rotation in the beams of RC frame structures
Amar KAHIL, Aghiles NEKMOUCHE, Said BOUKAIS, Mohand HAMIZI, Naceur Eddine HANNACHI
《结构与土木工程前沿(英文)》 2018年 第12卷 第3期 页码 318-330 doi: 10.1007/s11709-017-0420-z
The objective of this study is, to interpret the influence of reinforced concrete walls addition in reinforced concrete frame structures considering behavior laws that reflects the actual behavior of such structures, by means of Castem2000computer code (pushover analysis). A finite element model is proposed in this study, using the TAKEDA modified behavior model with Timoshenko beams elements. This model is validated initially on experimental model. Then the work has focused on the behavior of a RC frame with 3 levels and three bays to better visualize the behavior of plastic hinges. Once the plastic hinge control parameters are identified (plastic rotation, ultimate curvature), a strengthening by introduction of reinforced concrete walls (RC/wall) at the ends of the reinforced concrete frame (RC/frame) has been performed. The results show that these RC walls significantly improve the behavior, by a relocation of efforts towards the central part of the beams.
关键词: RC/frame RC/wall moment curvature plastic rotation plastic hinge pushover analysis global models
Anthony Deloge ARIYANAYAGAM,Mahen MAHENDRAN
《结构与土木工程前沿(英文)》 2014年 第8卷 第4期 页码 427-447 doi: 10.1007/s11709-014-0279-1
关键词: fire safety standard fire curve realistic design fire time-temperature curves light gauge steel frame (LSF) walls fire resistance rating fuel load
Instantaneous deflection of light-weight concrete slabs
Behnam VAKHSHOURI, Shami NEJADI
《结构与土木工程前沿(英文)》 2017年 第11卷 第4期 页码 412-423 doi: 10.1007/s11709-017-0416-8
关键词: instantaneous deflection light-weight concrete expanded polystyrene effective moment of inertia cracking moment moment capacity service moment
《环境科学与工程前沿(英文)》 2022年 第16卷 第6期 doi: 10.1007/s11783-022-1560-5
Sufficient downward rotation of the christa philtri on the cleft side: a modified technique
null
《医学前沿(英文)》 2013年 第7卷 第4期 页码 510-516 doi: 10.1007/s11684-013-0299-6
Cleft lip and palate (CLP) is the most common craniofacial congenital deformity. The etiology of CLP is multifactorial and involves complex interactions between environmental and genetic factors. Millard’s rotation-advancement technique has long been considered as state-of-the-art for unilateral cleft lip repair. However, this method may leave the christa philtri on the cleft side insufficiently downward rotated, especially in wide complete clefts. In this study, we introduce a modified technique to better rotate the christa philtri on the cleft side down. The skin, muscle, and mucosa in the deformed region were dissected and separately maneuvered. Sixty patients with unilateral complete cleft lip and palate were operated with this technique. The lip height, lip length, and relative height of the christa philtri were measured for symmetry evaluation. No significant difference was observed between the relative height of the christa philtri on both sides, either immediate (P= 0.214) or 10 months after surgery (P = 0.344). The difference observed in the lip height and lip length immediately after surgery became statistically insignificant after 10 months (P = 0.104 for lip height and 0.121 for lip length). These results suggested that sufficient and stable downward rotation of the christa philtri on the cleft side can be achieved using our technique.
关键词: cleft lip and palate rotation advancement sufficient rotation christa philtri geometrically justified
Estimating moment capacity of ferrocement members using self-evolving network
Abdussamad ISMAIL
《结构与土木工程前沿(英文)》 2019年 第13卷 第4期 页码 926-936 doi: 10.1007/s11709-019-0527-5
关键词: ferrocement moment capacity self-evolving neural network
Shaking-moment balancing of mechanisms with principal vectors and momentum
V. van der WIJK
《机械工程前沿(英文)》 2013年 第8卷 第1期 页码 10-16 doi: 10.1007/s11465-013-0359-2
The design of shaking-moment-balanced linkages still is challenging. Considering moment balance in the very beginning of the design process of mechanisms is important for finding applicable solutions. For this purpose, the method of principal vectors is investigated, showing a compact notation of the angular momentum with respect to the center of mass. The moment balance conditions are derived for three elements in series from which balance solutions are synthesized and illustrated. From the application for moment balancing of a 4R four-bar linkage it is shown that the moment balancing of closed kinematic chains remains challenging.
关键词: shaking-moment balancing principal vector linkage angular momentum
Initial stiffness and moment resistance of reinforced joint with end-plate connection
Sufang WANG, Yiyi CHEN,
《结构与土木工程前沿(英文)》 2009年 第3卷 第4期 页码 345-351 doi: 10.1007/s11709-009-0054-x
关键词: steel structure end-plate connection backing plate supplementary web plate initial stiffness moment resistance
《环境科学与工程前沿(英文)》 2022年 第16卷 第5期 doi: 10.1007/s11783-022-1543-6
● Riverine microbiomes exhibited hyperlocal variation within a single transect.
关键词: Microbiome Freshwater Taxon accumulation curve Community assembly
Rare-earth separation based on the differences of ionic magnetic moment via quasi-liquid strategy
《化学科学与工程前沿(英文)》 2023年 第17卷 第10期 页码 1584-1594 doi: 10.1007/s11705-022-2189-4
关键词: rare earth element different magnetic moment magnetic separation ionic liquid
Improved prediction of pile bending moment and deflection due to adjacent braced excavation
《结构与土木工程前沿(英文)》 doi: 10.1007/s11709-023-0961-2
关键词: pile responses excavation prediction deflection bending moments
《结构与土木工程前沿(英文)》 2023年 第17卷 第3期 页码 429-447 doi: 10.1007/s11709-022-0913-2
关键词: coral aggregate concrete stress−strain curves lateral effective stress peak stress axial−lateral curves damage-constitutive model.
High-order moment methods for LRFD including random variables with unknown probability distributions
Zhao-Hui LU, Yan-Gang ZHAO, Zhi-Wu YU
《结构与土木工程前沿(英文)》 2013年 第7卷 第3期 页码 288-295 doi: 10.1007/s11709-013-0210-1
关键词: high-order moment methods applicable range load and resistance factors target mean resistance
标题 作者 时间 类型 操作
Performance study on T-stub connected semi-rigid joint between rectangular tubular columns and H-shaped steel beams
Guochang LI, Hongping YU, Chen FANG
期刊论文
An innovative model for predicting the displacement and rotation of column-tree moment connection under
Mohammad Ali NAGHSH, Aydin SHISHEGARAN, Behnam KARAMI, Timon RABCZUK, Arshia SHISHEGARAN, Hamed TAGHAVIZADEH, Mehdi MORADI
期刊论文
Effect of RC wall on the development of plastic rotation in the beams of RC frame structures
Amar KAHIL, Aghiles NEKMOUCHE, Said BOUKAIS, Mohand HAMIZI, Naceur Eddine HANNACHI
期刊论文
Development of realistic design fire time-temperature curves for the testing of cold-formed steel wall
Anthony Deloge ARIYANAYAGAM,Mahen MAHENDRAN
期刊论文
Erratum to: Meter-scale variation within a single transect demands attention to taxon accumulation curves
期刊论文
Sufficient downward rotation of the christa philtri on the cleft side: a modified technique
null
期刊论文
Estimating moment capacity of ferrocement members using self-evolving network
Abdussamad ISMAIL
期刊论文
Initial stiffness and moment resistance of reinforced joint with end-plate connection
Sufang WANG, Yiyi CHEN,
期刊论文
Meter-scale variation within a single transect demands attention to taxon accumulation curves in riverine
期刊论文
Rare-earth separation based on the differences of ionic magnetic moment via quasi-liquid strategy
期刊论文
Damage-constitutive model for seawater coral concrete using different stirrup confinements subjected to axial loading
期刊论文