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41 results about "Geometric phase" patented technology

In classical and quantum mechanics, the geometric phase is a phase difference acquired over the course of a cycle, when a system is subjected to cyclic adiabatic processes, which results from the geometrical properties of the parameter space of the Hamiltonian. The phenomenon was independently discovered by S. Pancharatnam (1956) and by H. C. Longuet-Higgins (1958) and later generalized by Sir M. Berry (1984). It is also known as the Pancharatnam–Berry phase, Pancharatnam phase, or Berry phase. It can be seen in the Aharonov–Bohm effect and in the conical intersection of potential energy surfaces. In the case of the Aharonov–Bohm effect, the adiabatic parameter is the magnetic field enclosed by two interference paths, and it is cyclic in the sense that these two paths form a loop. In the case of the conical intersection, the adiabatic parameters are the molecular coordinates. Apart from quantum mechanics, it arises in a variety of other wave systems, such as classical optics. As a rule of thumb, it can occur whenever there are at least two parameters characterizing a wave in the vicinity of some sort of singularity or hole in the topology; two parameters are required because either the set of nonsingular states will not be simply connected, or there will be nonzero holonomy.

Building deformation monitoring method based on InSAR

The invention relates to a building deformation monitoring method based on InSAR. The method includes the following steps that S1, InSAR original data is screened; S2, PS points are extracted and screened in a monitored region; S3, geometric phase positions of the PS points are removed; S4, the space deformation quantity of a building is solved; S5, according to the solved deformation quantity, the gradient of the building is calculated; S6, monitoring is carried out on time dimension, the steps are repeated, a monitoring differential value is obtained, and the deformation quantity and deformation rate of the building are obtained. By the utilization of the InSAR technology, the deformation field of the building in the direction of a radar sight line is obtained, spatial interpolation is carried out on pixels in the deformation field in the direction of the radar sight line, wherein the coherence of the pixels is lower than an untwisting threshold value, and therefore a spatial continuous deformation field is obtained; by processing and calculating obtained data, the deformation and deformation rate of the building are obtained. The method is large in range and low in cost and easily monitors the building for a long term during monitoring of the building, and can effectively make early warning for accelerated deformation of the building.
Owner:SHENZHEN ROAD & BRIDGE CONSTR GRP

Near-eye display apparatus and equipment, zooming module and zooming method

The invention discloses near-eye display apparatus and equipment, a zooming module and a zooming method, for solving the technical problem that a current display device is lower in the zooming effect.The near-eye display apparatus comprises a display module, a zooming module and a near-eye display slab waveguide, wherein the display module, the zooming module and the near-eye display slab waveguide are arranged along the optical path successively; the zooming module comprises an electrode unit and overlapped multi-layer PBLs (Pancharatnam Berry Lens); the electrode unit is used for applying/not applying voltage to the PBLs; each layer of PBL is an optical component which is made of liquid crystal and is based on geometric phase adjustment, and each layer of PBL has one focal power when novoltage is applied; during the projection process, the display module is used to emit circularly polarized light corresponding to an image to be displayed; the zooming module is used to receive the circularly polarized light and control the electrode unit to apply no voltage to N layers of PBLs according to the required focal power; and the total focal power of the N layers of PBLs is corresponding to the required focal power, and when N is greater than or equal to 2, the N layers of PBLs are continuous, and the near-eye display slab waveguide is used to import the light emitted from the zooming module into a human eye.
Owner:CHENGDU IDEALSEE TECH

Single-feed gain, controllable multi-shaped-beam and wideband circular polarization millimetre wave transmission array antenna

ActiveCN109462018ARealization of circularly polarized multi-shaped beamsRelative gain controlAntenna arraysRadiating elements structural formsShaped beamMillimetre wave
The invention discloses a single-feed gain, controllable multi-shaped-beam and wideband circular polarization millimetre wave transmission array antenna. The antenna comprises a circular polarizationfeed antenna (1) and a plane transmission array (2); the plane transmission array (2) is positioned at the front part of the opening of the horn mouth of the circular polarization feed antenna (1); the central axis of the circular polarization feed antenna (1) and the central axis of the plane transmission array (2) are positioned on the same central axis; the plane transmission array (2) is composed of completely same basic unit structures (3) in periodic arrangement; the central axis of the circular polarization feed antenna (1) and the central axis of the plane transmission array (2) are positioned on the same central axis; distribution of the horizontal rotation angle of each basic unit structure of the plane transmission array (2) in the plane is optimally designed; the wideband circular polarization multi-shaped-beam can be realized by utilization of the geometric phase generated by the unit; and the antenna has the wide application prospect in millimetre wave point-to-multipointcommunication and point-to-multi-area coverage aspect.
Owner:SOUTHEAST UNIV

Method for jointly detecting and repairing cycle slip by MW combination method and non-geometric phase method

The invention discloses a method for jointly detecting and repairing a cycle slip by an MW combination method and a non-geometric phase method. The method comprises the following steps of S1, selecting three-frequency data (B1, B2 and B3) of a Beidou navigation and positioning system to obtain a pseudo-range observation value and a carrier phase observation value; S2, constructing a three-frequency MW combined observation model, establishing a MW equation, and carrying out inter-epoch difference to obtain cycle slip detection amount delta N12 and delta N13; S3, constructing a non-geometric phase observation model; S4, selecting two groups of parameters according to a principle that an ionized layer coefficient and the observation noise of the combined observation data are relatively smallat the same time, calculating the cycle slip of the three frequency points of the two groups of the parameters according to a formula that delta N1 is equal to delta N2 that is equal to delta N3, andselecting a B combination coefficient meeting the actual situation; and S5, combining the delta N12, the delta N13 and the B combination to obtain an equation set, calculating the cycle slip on the three frequency points, and repairing the cycle slip. The method solves the defect that the non-geometric method cannot detect the non-sensitive cycle slip and the MW method cannot detect the equal cycle slip.
Owner:XIANGTAN UNIV

Artificial grid making geometric phase analysis method based on local high-resolution Fourier transformation

The invention provides an artificial grid making geometric phase analysis method based on local high-resolution Fourier transformation. The method comprises the following steps of firstly collecting an undeformed raster image and a deformed raster image; respectively performing fast Fourier transformation on a reference image and a deforming image; acquiring a reference spatial frequency spectrum and a deformation spatial frequency spectrum, and selecting the interval where a spatial frequency main value is positioned to perform the local high-resolution Fourier transformation to obtain a local high-resolution spatial frequency spectrum; determining the spatial frequency main value in the local high-resolution spatial frequency spectrum and taking the spatial frequency main value as a center to select a spatial frequency value; filtering on the spatial frequency spectrum formed by the selected spatial frequency value so as to obtain a filtering reference spectrum and a filtering deformation spectrum, and then performing Fourier inversion and solving a reference phase and a deformation phase; and solving a phase difference by using the reference phase and the deformation phase, and calculating displacement and strain. The displacement and strain result calculated by the method is high in precision and short in calculation time.
Owner:TSINGHUA UNIV
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