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44results about How to "Improve calculation results" patented technology

Sea-gas coupled real-time observation buoy system based on Beidou satellite and Iridium satellite double-satellite communication

The invention discloses a sea-gas coupled real-time observation buoy system based on Beidou satellite and Iridium satellite double-satellite communication. The sea-gas coupled real-time observation buoy system comprises a sea-gas coupled observation sensor unit, a data collecting communication control unit, an anchoring unit, a buoy body platform, a power supplying unit and a data processing center. The buoy data collecting communication control unit adopts a Beidou satellite system to transmit conventional block method sea-gas flux, upper-layer sea current profile and buoy operation state parameters which have high requirements on data safety and low requirements on the communication quantity, and adopts an Iridium satellite system to transmit high frequency eddy related and high-resolution seawater skin surface temperature profile data which have high requirements on the communication quantity. A buoy can synchronously observe turbulence flux parameters of an eddy-related method of amovable platform, flux parameter of a block method, the seawater 0-1.0 m high-resolution skin surface temperature profile and the 0-70 m upper-layer sea current profile in real time in real time. Thesea-gas coupled real-time observation buoy system is suitable for being released in deep and open sea, and has the characteristics of diverse sea-gas interface observation parameter, safe data transmission and the like.
Owner:SOUTH CHINA SEA INST OF OCEANOLOGY - CHINESE ACAD OF SCI

Tracked vehicle gun aiming method based on line-of-sight tracking

The invention discloses a tracked vehicle gun aiming method based on line-of-sight tracking. The tracked vehicle gun aiming method based on line-of-sight tracking aims to overcome the problems of lowapplicability, low precision and unsatisfactory real-time performance in the prior art, and comprises the following steps of: 1) acquiring a human eye image, wherein after a line-of-sight tracker is correctly worn, the position of a human eye CCD camera relative to the center of two eyes is adjusted, and the human eye CCD camera faces right towards the front direction so as to ensure that the line-of-sight tracker can accurately complete acquisition of the eye image of a shooter; 2) pupil detection, wherein (1) eye image preprocessing, (2) pupil center positioning, (3) pupil tracking, (4) Pulchin facula center positioning and (5) P-CR vector obtaining are carried out; 3) fixed-point calibration; 4) line-of-sight tracking, wherein after the mapping relationship between a P-CR vector and thecoordinates of a point of sight of a scene image is obtained, eye movement parameters of a new human eye image are further obtained, and then the position of the point of sight in the scene image isestimated by means of a determined mapping relationship to complete final line-of-sight tracking; and 5) executing control instructions.
Owner:JILIN UNIV

An embedded stability analysis method for a single-layer bracing condition of a narrow foundation pit

The invention discloses an embedded stability analysis method for a single-layer bracing condition of a narrow foundation pit, which comprises the following steps: (1) when a passive earth pressure rupture surface of a soil body in the pit intersects with a position below the bottom surface of the pit, the pit can be judged as narrow foundation pit; (2) the stress mode of the retaining structure under the condition of narrow foundation pit single-layer support is put forward as follows: under the condition of narrow foundation pit, the soil force on the retaining structure can be divided intotwo regions, squeeze region and passive region. (3) the upper limit value of soil force on retaining piles in classical method or elastic fulcrum method is passive earth pressure, and the upper limitvalue of soil force on retaining piles in compression zone of narrow foundation pit under single-layer support condition is modified to be soil horizontal reaction coefficient multiplied by the upperlimit value of compression deformation; (4) a formula for calculating the safety factor of embedded stability of retaining structure under the condition of narrow foundation pit single-layer bracing is put forward. The formula can be used to calculate the stability of embedded length of narrow foundation pit with single-layer bracing, and it is more suitable for the practical conditions of narrowfoundation pit.
Owner:ARCHITECTURAL DESIGN RES INST OF GUANGDONG PROVINCE

Reconstruction method of aerodynamic model in ground flutter test

The embodiment of the invention discloses a reconstruction method for an aerodynamic model in a ground flutter test, and the reconstruction method achieves the reconstruction of the aerodynamic modelthrough modal shape excitation, physical coordinate and modal coordinate conversion and interpolation point polycondensation. In a reconstruction process, vibration mode excitation is carried out on amode participating in flutter; obtaining an aerodynamic force influence coefficient matrix under frequency domain and modal coordinates; the method comprises the following steps: performing conversion of physical quantities under modal coordinates and physical coordinates, performing optimal configuration on interpolation points through a genetic algorithm to realize polycondensation of the interpolation points, and finally fitting frequency domain aerodynamic force to a time domain through a rational function fitting mode to obtain an aerodynamic force model meeting the requirements of a ground flutter test. The reconstruction method provided by the embodiment of the invention has the advantages that the precision is high, the calculation efficiency is high, and the model reconstructionprocess is simple and feasible; the test precision of the ground flutter test in a transonic region is improved, so that the effect of expanding the application range of the ground flutter test is achieved.
Owner:CHINA AIRPLANT STRENGTH RES INST

Improved method for selecting high-voltage circuit breaker in power transformation and distribution system

The invention provides an improved method for selecting a high-voltage circuit breaker in a power transformation and distribution system, which summarizes a relationship between a periodic component and a direct current component of breaking short-circuit current and improves a calculation formula for the breaking capacity of the circuit breaker. Different from the traditional calculation method, the improved method respectively calculates the periodic component and the direct current component of the short-circuit current and then compares with breaking current of the circuit breaker so as to judge whether the breaking current of the circuit breaker can meet requirements or not. The time-periodic component relationship which is relatively simple and easy to search and calculate is found out by using a relational expression, a value range of a time constant in a power distribution system is deduced, and a calculation method is provided; and the breaking capacity of the circuit breaker is determined through comparing the breaking time. The improved method is simple and clear in calculation process, the original calculation data is easy to obtain, and the calculation result is accurate. Electrical equipment with a high performance-cost ratio can be accurately selected because the accuracy is substantially improved.
Owner:鞍钢集团工程技术有限公司

Forward design and calculation method of sprag clutch structure

InactiveCN111692236ATurning torque boostOptimize the value of effective liftGeometric CADSpecial data processing applicationsControl engineeringControl theory
The invention discloses a forward design and calculation method of a sprag clutch structure. The forward design involves wedge blocks arranged in an arc-shaped surface mode, an outer sleeve and an inner shaft, wherein a roller path is formed between the outer sleeve and the inner shaft, and the wedge blocks are arranged in the roller path in a sliding mode; and the calculation method comprises thesteps that S1, an inner raceway and an outer raceway are reversed, and the movement of the wedge blocks is analyzed, and S2, the maximum lift is solved. The invention belongs to the technical field of design methods of sprag type overrunning clutches, and particularly provides the forward design and calculation method of the sprag clutch structure. According to the forward design and calculationmethod of the sprag clutch structure, on the premise of not changing basic parameters, a wedge block structure is locally corrected, and new parameters are added, so that the effective lifts of four standard wedge blocks are all greater than corresponding original standard data and reach the maximum value, the overall overturning torque and the ultimate load of the clutch are further improved, andthe overall performance of sprag type overrunning clutches in two forms including a forced continuous sprag clutch and an all-phase sprag clutch is improved.
Owner:NANJING UNIV OF AERONAUTICS & ASTRONAUTICS

An Embedded Stability Analysis Method Applicable to Single-layer Support in Narrow Foundation Pit

The invention discloses an embedded stability analysis method for a single-layer bracing condition of a narrow foundation pit, which comprises the following steps: (1) when a passive earth pressure rupture surface of a soil body in the pit intersects with a position below the bottom surface of the pit, the pit can be judged as narrow foundation pit; (2) the stress mode of the retaining structure under the condition of narrow foundation pit single-layer support is put forward as follows: under the condition of narrow foundation pit, the soil force on the retaining structure can be divided intotwo regions, squeeze region and passive region. (3) the upper limit value of soil force on retaining piles in classical method or elastic fulcrum method is passive earth pressure, and the upper limitvalue of soil force on retaining piles in compression zone of narrow foundation pit under single-layer support condition is modified to be soil horizontal reaction coefficient multiplied by the upperlimit value of compression deformation; (4) a formula for calculating the safety factor of embedded stability of retaining structure under the condition of narrow foundation pit single-layer bracing is put forward. The formula can be used to calculate the stability of embedded length of narrow foundation pit with single-layer bracing, and it is more suitable for the practical conditions of narrowfoundation pit.
Owner:ARCHITECTURAL DESIGN RES INST OF GUANGDONG PROVINCE
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