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240results about How to "Fast implementation" patented technology

Three-dimensional face modeling method and device

The invention provides a three-dimensional face modeling method to achieve efficient three-dimensional face modeling. The method includes the steps that an original image and a standard model are obtained; the bone point information is obtained according to the standard model; a feature point is marked on the original portrait and the coordinate information of the feature point is recorded; first conversion is conducted on the original portrait; second conversion is conducted on the standard model; the surface of the standard model generated after the second conversion is conducted is unfolded according to the preset method to form a texture image; the original portrait generated after the first conversion is conducted is mapped to the texture image. The invention further provides a corresponding three-dimensional face modeling device for implementing the three-dimensional face modeling method. According to the technical scheme, the three-dimensional face modeling method and device are simple in operation mode, good in fitting effect and high in degree of reduction; meanwhile, the method and device are higher in implementation speed and higher in efficiency, the processes of implementation and calculation are simplified, the data collection process is simplified, practicability and adaptability of a system are improved, and the method and device have great advantages in situations of low requirement for the face depth information.
Owner:FUJIAN TQ DIGITAL

Conformal array radar amplitude-phase error correction fast achieving method

The invention discloses a conformal array radar amplitude-phase error correction fast achieving method which mainly solves the problem in the prior art that the existing method is large in calculation amount and can not finish correction in real time fast. The achieving method includes arranging a virtual array, and calculating an ideal transformation matrix; obtaining conformal array radar receiving data; iteration initializing; correcting the transformation matrix; achieving direction of arrival (DOA) estimation on the virtual array; obtaining original conformal array radar amplitude-phase error parameters; judging whether iteration is converged; finishing conformal array radar amplitude-phase error correction. Iteration initial values are selected appropriately, DOA estimation is achieved fast by means of the virtual array, iteration is conducted between original conformal array radar amplitude-phase error parameters and the DOA estimation till iteration is converged, and the defects in the prior art that operation amount is large and correction can not be finished fast in real time due to the fact that a spectrum peak is used for searching and estimating information source orientation are overcome. The method is small in operation amount, easy to achieve, flexible and various in achievement mode and is applied to conformal array radar real-time amplitude-phase error correction.
Owner:XIDIAN UNIV

Rock stratum underground excavation three-story subway station umbrella cover structure and construction method thereof

The invention belongs to the technical field of design and construction of tunnel and underground engineering and especially relates to a rock stratum underground excavation three-story subway station umbrella cover structure and a construction method thereof. The structure comprises a main arc structure and a reinforced concrete inverted arch. an underground two-story side wall and an underground three-story side wall are installed between the main arc structure and the reinforced concrete inverted arch. The main arc structure comprises an arch portion second lining middle segment and arch portion second lining side segments; the arch portion second lining side segments are positioned at two sides of the arch portion second lining middle segment; the reinforced concrete inverted arch comprises an inverted arch second lining middle segment and inverted arch second lining side segments; the top of the inverted arch second lining middle segment is provided with two bottom girders; the bottom of the arch portion second lining middle segment is provided with two top girders; steel-pipe columns are installed between the top girders and the bottom girders. The structure and the method of the invention is suitable for supporting structure and construction of weak rock stratum dug three-story subway station and large sections of underground space; the structure has good stability and increased construction efficiency.
Owner:CHINA RAILWAY LIUYUAN GRP CO LTD

System for identifying sights of mobile terminal

The invention relates to the technical field of sight identification, and discloses a system for identifying sights of a mobile terminal. The system specifically comprises a sight image identification system based on visual contents, and an additional information identification system based on the environment of the mobile terminal. The image identification system and the additional information identification system are combined. Additional information identification based on the environment of the mobile terminal comprises position identification of the mobile terminal when pictures are taken and direction identification of the mobile terminal when the pictures are taken, a sector area where the mobile terminal is located at the current time point is formed according to a position threshold value and a direction threshold value, the taken pictures and pictures inside the sector area of a picture library are identified by the adoption of the sight image identification system based on the visual contents, the matched sights in the picture library are found, and information corresponding to the sights is displayed or played on the user terminal. By the adoption of the system, the user terminal can rapidly and accurately identify the sights only by taking the pictures.
Owner:王靖洲

Real time pseudo-code period synchronous technique for non-cooperation low signal-noise ratio direct-sequence spread-spectrum signal

A real-time pseudo-code period synchronizing technique which is used for the non-cooperative low signal-to-noise ratio direct sequence spread spectrum signal is specially used for the user recognition, signal interception and danger information analysis, and also can be used for the realization of new generation of spread spectrum communication network and a management mode. The invention directly uses the optimum detecting statistic of the pseudo-code period of the direct spreading signal as a synchronizing facility of the non-cooperative DSSS signal receiver, and facilitates that a novel plan of a non-cooperative receiver which can work in the extraordinary low signal-to-noise ratio can be realized. The core of the plan is that an accurate pseudo-code period synchronizing component without knowing any apriori knowledge of carrier frequency, pseudo-code speed and spread spectrum sequence. Therefore the synchronizing technique is provided on the front end of the receiver and a series of problems for receiving the non-cooperative direct spreading signal in low signal-to-noise can be settled. The technique provided by the invention has the advantages of realizable hardware, high speed for realizing the technique, simple structure and high suitability for FPGA parallel realization. The technique of the invention is a method with high efficiency and practicality.
Owner:UNIV OF ELECTRONICS SCI & TECH OF CHINA

Field rock mass poisson ratio test method

The invention discloses a field rock mass poisson ratio test method. The method comprises the steps of firstly digging a test flat hole in a mountain, drilling a cylindrical test piece on bedrock on the bottom surface of the test flat hole by utilizing a hollow drill bit, and symmetrically perforating test holes in the bottom of an annular groove at the periphery of the test piece; sleeving the test piece with an elastic steel lantern ring provided with a steel contact and a strain plate, connecting a strain plate test line and a resistance strain gauge, and calculating transverse deformation of the test piece by virtue of test; fixing the top surface of the test piece together with a test flat hole top plate sequentially through a pressure plate, a jack, a reducing connector steel plate, a combined force transfer rod and a hinge anchor, installing measuring points in bolt holes in two sides of the pressure plate and in the test holes in the bottom of the annular groove, and installing a dial indicator above the measuring point; calculating vertical deformation of the test piece after the load test; then calculating a corresponding transverse strain value and a vertical strain value, and calculating the poisson ratio of the test piece according to the transverse strain value and the vertical strain value. The field rock mass poisson ratio test method has advantages that the implementation method is simple and rapid, the measurement data is accurate and reliable, and the real condition of the rock mass can be comprehensively reflected.
Owner:YELLOW RIVER ENG CONSULTING
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