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Adaptive Neural Control for a Class of Low-triangular-structured Nonlinear Systems with H-∞ Performance Analysis
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作者 王慧锋 杜红彬 《Journal of Donghua University(English Edition)》 EI CAS 2008年第4期425-433,共9页
In this paper, a neural-network-based variable structure control scheme is presented for a class of nonlinear systems with a general low triangular structure. The proposed variable structure controller is proved to be... In this paper, a neural-network-based variable structure control scheme is presented for a class of nonlinear systems with a general low triangular structure. The proposed variable structure controller is proved to be Cl, thus can be applied for backstepping design, which has extended the scope of previous nonlinear systems in the form of strict-feedback and pure-feedback. With the help of neural network approximator, H-∞ performance analysis of stability is given. The effectiveness of proposed control law is verified via simulation. 展开更多
关键词 adaptive neural control variable structure control nonlinear system backstep ping triangular structure H-∞ performance
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Link Prediction Based on the Relational Path Inference of Triangular Structures
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作者 Xin Li Qilong Han +1 位作者 Lijie Li Ye Wang 《国际计算机前沿大会会议论文集》 EI 2023年第2期255-268,共14页
Link prediction is used to complete the knowledge graph.Convolu-tional neural network models are commonly used for link prediction tasks,but they only consider the direct relations between entity pairs,ignoring the se... Link prediction is used to complete the knowledge graph.Convolu-tional neural network models are commonly used for link prediction tasks,but they only consider the direct relations between entity pairs,ignoring the semantic information contained in the relation paths.In addition,the embedding dimension of the relation is generally larger than that of the entity in the ConvR model,which blocks the progress of downstream tasks.If we reduce the embedding dimension of the relation,the performance will be greatly degraded.This paper proposes a convolutional model PITri-R-ConvR based on triangular structure relational infer-ence.The model uses relational path inference to capture semantic information,while using a triangular structure to ensure the reliability and computational effi-ciency of relational inference.In addition,the decoder R-ConvR improves the initial embedding of the ConvR model,which solves the problems of the ConvR model and significantly improves the prediction performance.Finally,this paper conducts sufficient experiments in multiple datasets to verify the superiority of the model and the rationality of each module. 展开更多
关键词 Link Prediction triangular structure Relational Path Inference Attention Mechanism Convolution Neural Network Model
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Reaction of Mo(CO)_6 with Alkoxide: Synthesis and Structure of the Mo(0)-OR Complex [Et_4N]_3[Mo_2(CO)_6(μ-OC_6H_4OCH_2C_6H_5)_3] 被引量:1
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作者 庄伯涛 魏强 +2 位作者 何玲洁 周张锋 吴克琛 《Chinese Journal of Structural Chemistry》 SCIE CAS CSCD 北大核心 2007年第4期401-408,共8页
The reaction of molybdenum hexacarbonyl with C6H5CH2OC6H4ONa and Et4NBr in CH3CN at 60 ℃ afforded the di-nuclear Mo(0) compound [Et4N]3[Mo2(CO)6(μ-OC6H4OCH2C6H5)3] 1. 1 crystallizes in monoclinic, space group ... The reaction of molybdenum hexacarbonyl with C6H5CH2OC6H4ONa and Et4NBr in CH3CN at 60 ℃ afforded the di-nuclear Mo(0) compound [Et4N]3[Mo2(CO)6(μ-OC6H4OCH2C6H5)3] 1. 1 crystallizes in monoclinic, space group P21/c with a = 15.359(2), b = 18.378(3), c = 24.952(2) A, β = 102.268(4)°, V = 6882.3(1 6) A^3, Mr = 1348.34, Z = 4, Dc = 1.301 g/cm^3, F(000) = 2832 and μ= 0.424 mm^-1 The final R = 0.0606 and wR = 0.1552 for 9396 observed reflections (I 〉 2σ(I)). I contains a [Mo2O3]^3 core in triangular bi-pyralnidal configuration and each Mo atom adopts a distorted octahedral geometry with three carbon atoms from carbonyls and three ,μ-O atoms from C6H5CH2OC6H4O^- bridging ligands. The Mo…Mo distance is 3.30(8) A, indicating no metalmetal bonding. A formation pathway via forming a di-molybdenum(0) di-bridging OR compound [Mo2(μ-OR)2(CO)8]2 has been figured out and the reaction of Mo(CO)6 with alkoxide has also been discussed. 展开更多
关键词 Mo(O)-OR compounds triangular bi-pyramidal core synthesis and structure formation pathway
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A new theory for determining large deformation area of roof at intersection and verification analysis
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作者 WU Yi-yi GAO Yu-bing +2 位作者 MA Xiang ZHANG Xing-xing HE Man-chao 《Journal of Central South University》 2025年第2期656-677,共22页
The intersection is a widely used traffic line structure from the shallow tunnel to the deep roadway,and determining the subsidence hidden danger area of the roof is the key to its stability control.However,applying t... The intersection is a widely used traffic line structure from the shallow tunnel to the deep roadway,and determining the subsidence hidden danger area of the roof is the key to its stability control.However,applying traditional maximum equivalent span beam(MESB)theory to determine deformation range,peak point,and angle influence poses a challenge.Considering the overall structure of the intersection roof,the maximum equivalent triangular plate(METP)theory is proposed,and its geometric parameter calculation formula and deflection calculation formula are obtained.The application of the two theories in 18 models with different intersection angles,roadway types,and surrounding rock lithology is verified by numerical analysis.The results show that:1)The METP structure of the intersection roof established by the simulation results of each model successfully determined the location of the roof’s high displacement zone;2)The area comparison method of the METP theory can be reasonably explained:①The roof subsidence of the intersection decreases with the increase of the intersection angle;②The roof subsidence at the intersection of different roadway types has a rectangular type>arch type>circular type;③The roof subsidence of the intersection with weak surrounding rock is significantly larger than that of the intersection with hard surrounding rock.According to the application results of the two theories,the four advantages of the METP theory are compared and clarified in the basic assumptions,mechanical models,main viewpoints,and mechanism analysis.The large deformation inducement of the intersection roof is then explored.The J 2 peak area of the roof drives the large deformation of the area,the peak point of which is consistent with the center of gravity position of the METP.Furthermore,the change in the range of this peak is consistent with the change law of the METP’s area.Hence,this theory clarifies the large deformation area of the intersection roof,which provides a clear guiding basis for its initial support design,mid-term monitoring,and late local reinforcement. 展开更多
关键词 roadway intersection roof deformation equivalent span theory triangular plate structure numerical analysis stress partial tensor
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Photonic band gap of 2D complex lattice photonic crystal 被引量:1
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作者 关春颖 苑立波 《Optoelectronics Letters》 EI 2009年第2期120-123,共4页
It is of great significance to present a photonic crystal lattice structure with a wide photonic bandgap. A two-dimension complex lattice photonic crystal is proposed. The photonic crystal is composed of complex latti... It is of great significance to present a photonic crystal lattice structure with a wide photonic bandgap. A two-dimension complex lattice photonic crystal is proposed. The photonic crystal is composed of complex lattices with triangular structure, and each single cell is surrounded by six scatterers in an hexagon. The photonic band gaps are calculated based on the plane wave expansion (PWE) method. The results indicate that the photonic crystal has tunable large TM polarization band gap, and a gap-midgap ra... 展开更多
关键词 Cell membranes Crystal structure Energy gap Optical devices Photonic crystals Band gaps Lattice photonic crystals Midgap ratio Plane wave expansion method Single cells TM polarization triangular structures Two DIMENSION
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顶点受到转角控制的屈曲三角形结构的失稳回跳研究
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作者 王强 邹海林 邓子辰 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2023年第5期96-104,共9页
本文研究了包含三个固支-固支弹性梁的屈曲三角形结构的失稳回跳问题.当屈曲三角形结构的一个顶点受到转角控制时,可以利用三个固支-固支弹性梁的刚度-曲率曲线得到屈曲三角形结构的变形与弯矩-转角曲线.根据弯矩-转角曲线的三个分支,... 本文研究了包含三个固支-固支弹性梁的屈曲三角形结构的失稳回跳问题.当屈曲三角形结构的一个顶点受到转角控制时,可以利用三个固支-固支弹性梁的刚度-曲率曲线得到屈曲三角形结构的变形与弯矩-转角曲线.根据弯矩-转角曲线的三个分支,可以确定失稳回跳对应的临界点,包括两个鞍点分叉点和两个边界点.失稳回跳后,移除外部弯矩,屈曲三角形结构仍然是对称的.此外,根据弯矩-转角曲线,手性形状是不稳定的.本文成果有助于研究多约束弹性梁的失稳回跳机制. 展开更多
关键词 triangular structure Snap-back ELASTICA BUCKLING
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