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48 results about "Structural level" patented technology

In Schenkerian analysis, a structural level is a representation of a piece of music at a different level of abstraction, with levels typically including foreground, middleground, and background. According to Schenker musical form is "an energy transformation, as a transformation of the forces that flow from background to foreground through the levels."

System maintenance time distribution method based on operation decomposition

InactiveCN102147889AClear time targetClear maintainability indicatorsInstrumentsTask analysisDecomposition
The invention relates to a system maintenance time distribution method based on operation decomposition, which comprises the following steps: 1. analyzing tasks, the step of analyzing the tasks comprises distribution request analysis, distribution object analysis, maintenance activity and influence factor analysis, wherein the distribution object analysis is mainly used for determining distributive system levels, functions and structural levels of all components of a device, and a product decomposed into the needed level by the system, namely, a replaceable unit, and mapping systemic functions and structural level diagrams; and the number of the levels is determined by complexity level of the device; 2. obtaining data, obtaining existing data of a distribution object required to be analyzed, namely, data of a similar product, fault frequency data, reachability data, testability data and the like; 3. selecting a distribution method, selecting high-level distribution or low-level distribution according to the stage of product design and the product level; 4. distributing indexes, distributing maintainability indexes of the given product to product units at all levels according to the selected method; 5. analyzing a result, judging whether a distribution result is in line with requirements and is feasible.
Owner:BEIHANG UNIV

Simultaneous monitoring method for welded steel truss structure fatigue failure process

The invention discloses a simultaneous monitoring method for welded steel truss structure fatigue failure process. The method comprises the following steps: step 1, damageable parts under structural material levels are confirmed through building a finite element model of a welded steel structure and conducting static analysis; step 2, feature response parameters of the damageable parts under each structural material level are confirmed and a corresponding testing scheme is set; step 3, a sensor location project and positions under each structural material level are confirmed, and measures of installing, debugging, noise reduction arrangement and disturbance releasing are finished; and step 4, fatigue loading is exerted to a structure, and welded steel truss materials, components, the failure process under the structural levels, the feature response and the evolution process with a fatigue cycle are monitored simultaneously through a plurality of testing technical means. Compared with a traditional and common structure failure assessment method, the simultaneous monitoring method is capable of reflecting the whole failure process of the structure and the feature response of each level comprehensively, and is beneficial for understanding and researching the failure process and failure mechanism of the structure.
Owner:SOUTHEAST UNIV

Multi-layer composite magnet and preparation method thereof

The invention relates to a multi-layer composite magnet, and belongs to the technical field of magnetic materials. The multi-layer composite magnet comprises a center layer composed of an NdFeB magnet; middle layers composed of alpha-Fe are arranged on two sides of the center layer respectively; outer layers composed of SmCo5 are arranged on the outer sides of the two middle layers respectively; a sandwich structure of CmCo5, alpha-Fe, NdFeB, alpha-Fe and SmCo5 in sequence is formed; and the mass percentages in the multi-layer composite magnet of the outer layer SmCo5, the middle layer alpha-Fe, the center layer NdFeB magnet, the middle layer alpha-Fe and the outer layer SmCo5 in the sandwich structure are 10% to 30%, 10% to 20%, 30% to 50%, 10% to 20% and 10% to 30% respectively. According to the multi-layer composite magnet disclosed by the invention, the NdFeB magnet with reasonable compatibility is taken as the center layer of a hard magnetic phase, the middle layers of soft magnetic phase alpha-Fe are additionally arranged on two sides of the center layer, the hard magnetic phase SmCo5 is additionally arranged on the outer side of the alpha-Fe, and a Cu penetrating layer is arranged between the hard magnetic phase and each soft magnetic phase, so that the magnetic performance of the magnet is further improved through the structural levels of the magnet and a reasonable manufacturing method, particularly the coercive force of the magnet is improved, and the production cost is also reduced.
Owner:NINGBO STAR MATERIALS HI TECH

Plane root-zone irrigation method and irrigation device

InactiveCN101919348AEvenly supplied waterEnsure long-term growthClimate change adaptationWatering devicesWater leakagePlant roots
The invention discloses a plane root-zone irrigation method and an irrigation device. The irrigation device sequentially comprises a base layer with bearing capacity, an intermedium material arranged above the base layer, and a soil or plant container arranged above the intermedium material and connected or attached to the intermedium material, wherein, the intermedium material can be a membrane material, a coiled material, a sheet material or a plate material which take a spongy, lacunose or fibrous shape and has a function of absorbing and storing a liquid. The invention has the following beneficial effects: 1. water and nutrients are uniformly supplied to a plant, thus ensuring long-term growth of the plant; 2. construction is very simple, convenient and fast: a framework does not need to be built outside structures such as a greened wall surface and the like, as the base layer or a base material can bear the weight of all objects added thereon by means of the strength thereof, and a large number of drip irrigation heads do not need to be mounted; 3. the irrigation device is combined with a waterproof membrane to achieve simple structural levels, wherein, the thickness from a waterproof layer to a plant layer does not exceed 10cm, thus eliminating hidden danger of water leakage and avoiding a plant root penetrating through a wall; and 4. construction cost and maintenance cost are low, thus providing guarantee for wide popularization.
Owner:余露

Method for adjusting mechanical properties of implant and patient specific surgical implants

The present invention is for a systematic process of creating patient specific implants by matching target mechanical properties (e.g. elastic modulus of bone) based on a patient's CT scan images. The present invention creates a metamodel that matches the elastic modulus values of lattice scaffolds to desired values by using a homogenization approach to determine the characteristics of the lattice structure at the unit-cell level. This eliminates the computational cost associated with optimizing the lattice structures and works at structural level.
The present invention includes the following featured steps to adjust a mechanical property (e.g., the elastic modulus) of the implant: 1) specifying a region requiring the implant operation from the CT scan images of the affected part, 2) determining the implant shape to be inserted into the specified region from the previous step, 3) dividing the implant shape into multiple partitioned three-dimensional regions, 4) assigning target elastic modulus values (Et) for each of the partitioned three-dimensional regions according to the bone density information obtained from the CT scan images, 5) selecting a specific type of unit-cell of lattice scaffolds with respect to the implant shape, 6) selecting a specific implant material, which has the elastic modulus of Eo, and 7) determining the required strut diameter and density of each unit-cell of the lattice scaffolds to minimize the error between the target elastic modulus (Et) and the homogenized elastic modulus (Eh), which is calculated from the implant material's elastic modulus value (Eo) obtained from the selected three-dimensional regions.
The present invention creates patient specific surgical implants with precisely designed lattice scaffolds. The implants are designed for long term use because the stress shielding effect can be reduced by matching the elastic modulus of the implant to the elastic modulus of the bone of the affected area. Therefore, the present invention can significantly reduce the side effect of the implant and prevent reoperations.
Owner:GEORGIA TECH RES CORP

Mass data system with data cleaning function

InactiveCN106354772AResolve missing valuesResolve value errorsSpecial data processing applicationsData memoryData system
The invention discloses a mass data system with the data cleaning function. The mass data system comprises a data collecting module, a data processing module, a data cleaning module, a data memory management module, a data service module and a data monitoring module, wherein the data collecting module collects data from all kinds of data sources to a data processing center; data collected by the data collecting module and primarily processed is decoded and subjected to format conversion through the data processing module; the data cleaning module firstly completes data analysis and error type definition, secondly completes error logging searching and indentifying and finally completes error correcting; the data memory management module carries out memory management on data processed by the data processing module; the data service module is used for achieving the accessing requirements of clients for data; the data monitoring module monitors, records and processes data in the data collecting module, the data processing module and the data service module. By means of the mass data system with the data cleaning function, structural level errors and recording level errors can be found and corrected, and value losses, value errors, duplicate records and disagreement errors between the insides of data sources and data sources are avoided.
Owner:CHENGDU CALABAR INFORMATION TECH

Seismic collapse judgment method of reinforced concrete beam bridge based on energy balance

The invention provides a seismic collapse judgment method of a reinforced concrete beam bridge based on energy balance, comprising the following steps of S1 establishing an overall analysis finite element model of a reinforced concrete beam bridge structure, and determining an earthquake action input direction and a combination mode of earthquake action components; 2 selecting n kinds of input seismic wave, applying them on a whole analysis finite element model one by one, carrying out nonlinear time-history analysis of seismic response, and analyze that response of a reinforced concrete beambridge structure under different seismic intensity working conditions; S3 calculating the residual energy ratio in each earthquake intensity working condition, comparing the residual energy ratio witha residual energy ratio limit value, if the calculated residual energy ratio is smaller than the residual energy ratio limit value, judging that the reinforced concrete beam bridge structure enters the collapse stage, otherwise, judging that the reinforced concrete beam bridge structure does not collapse. The method of the invention can overcome the shortcomings of the prior component-based collapse criterion, and provides a method for judging the seismic collapse of a reinforced concrete beam bridge at the structural level based on the energy balance principle.
Owner:JIANGSU OPEN UNIV
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