374 results about "Response Parameters" patented technology

A method for optimizing the optical transfer of a mask pattern onto a substrate using a lithographic apparatus, the lithographic apparatus including an illuminator configured to illuminate the mask pattern, the method including determining a plurality of illumination arrangements for a pupil plane of the illuminator, each of the plurality of illumination arrangements being determined to improve a respective lithographic performance response parameter when illuminating the mask pattern; and adjusting an intensity of a first illumination arrangement of the plurality of illumination arrangements relative to a second illumination arrangement of the plurality of illumination arrangements, the mask pattern to be illuminated with the first and second illumination arrangements. The mask pattern may be illuminated at least once for each of the first and second illumination arrangements or all at once with at least the first illumination arrangement and the second illumination arrangement.

The invention belongs to the slope stability estimation and landslide hazard monitoring and early warning technologies. A landslide forecasting method capable of utilizing underground water levels and displacement real-time monitoring includes the following steps: (1) landslide preliminary reconnaissance and monitoring point selection; (2) monitoring arrangement and installation of equipment; (3) monitoring the landslide displacement and the underground water levels in real time and processing real-time monitoring data; (4) statistical analysis period by unit and confirming mean-value underground water level HO and a displacement speed VO; (5) confirming underground water level loading and unloading parameters and loading and unloading quantities; (6) confirming displacement speed response parameters and displacement response quantities; (7) confirming the landslide displacement speed and underground water level loading and unloading response ratio parameters and numbers; (8) applying the underground water levels and displacement speed loading and unloading response ratio to carrying out evaluating slope stability and monitoring and early warning. According to the landslide forecasting method capable of utilizing the underground water levels and the displacement real-time monitoring, produced erroneous judgement or mistake judgement that landslide physics mechanical parameters, boundary conditions and the like can not be confirmed difficultly and accurately by the transitional ultimate equilibrium mechanics appraisal method can be overcome effectively.

Methods, systems and computer program products to implement extensions of the Media Transport Protocol (MTP) are provided herein. The methods include opening a session between an initiator and a responder, exchanging one or more of device and system information and sending one of an operation or event based on media player application features. The operation includes one or more of a dataset, response code, operation parameter and response parameter. In an embodiment, the extensions enable the initiator and responder to manage connections efficiently between devices, send media player application information to a media player device, exchange device and system information, manage digital rights, monitor system security and specify properties within one or more extensions of MTP. These extensions may be in the form of one or more of an operation, an event, a dataset or property code.

A computerized method for generating an electronic investment contract. The electronic investment contract provides enhanced flexibility through the use of investor-selectable allocation parameters and response parameters linked to one or more investment asset categories. More specifically, an investment identifier is used to uniquely specify a corresponding electronic investment contract. Each of one or more investment identifiers is associated with an investment amount and one or more asset category identifiers. The asset category identifier uniquely specifies an investment asset category, and it is associated with a corresponding allocation parameter and a corresponding response parameter. The allocation parameter specifies an allocation amount to be indexed to the corresponding asset category identifier, and the response parameter specifies a relationship between the allocation amount and any subsequent price and/or net worth changes in the corresponding investment asset category.

The invention discloses a method for preventing mis-operation of a mobile terminal, which is suitable for the technical field of communication. The method comprises that recording the mis-operation event of the mobile terminal in the application scenario and a trigger button which is corresponding to the mis-operation event; detecting and judging whether the trigger times of the same mis-operation event is larger than the threshold value of the pre-set times, if so, regulating the position and/or the response parameters of the trigger button which is corresponding to the mis-operation event according to the preset rules when the mobile terminal enters the application scenario again. The invention correspondingly discloses a mobile terminal for realizing said method. By means of the mobile terminal and the method for preventing mis-operation of the mobile terminal, the event trigger button of the mobile terminal is regulated pointedly, and accordingly the mis-operation is reduced effectively, the intelligence of the terminal is enhanced, and better user experience is realized.

Method and system for monitoring the safety of a rechargeable Li-ion battery (LIB). An initial electrical state of the LIB is determined and altered by application or removal of DC electrical stimulus to trigger a time-varying response. The time-varying response of the LIB is measured, and at least one primary response parameter associated with the functional form of the measured response is extracted. At least one secondary response parameter is derived from the primary response parameter. A composite response parameter may be further derived from the primary response parameter and secondary response parameter. A likelihood of a short circuit precursor condition is determined in accordance with the primary response parameter, secondary response parameter and/or composite response parameter. Based on the determined likelihood, an alert of a potential short circuit derived hazard may be provided and/or a corrective measure to mitigate or prevent a short circuit derived hazard may be implemented.

Methods, systems and computer program products to implement extensions of the Media Transport Protocol (MTP) are provided herein. The methods include opening a session between an initiator and a responder, exchanging one or more of device and system information and sending one of an operation or event based on control and status information. The operation includes one or more of a dataset, response code, operation parameter and response parameter. The methods also include sending or receiving one of an operation or event based on remote URL information. The operation includes one or more of a dataset, response code, operation parameter and response parameter. These extensions may be in the form of one or more of an operation, an event, a dataset or property code.

The embodiment of the invention discloses an equipment fault diagnosis method, device and system based on a digital twinning model. The method comprises the steps of constructing the initial digital twinning model of target equipment according to state parameter initial data and response parameter data of the target equipment; obtaining a target response parameter of the target equipment and an updating parameter corresponding to the target response parameter, calculating the sensitivity of each updating parameter relative to the target response parameter, and taking the updating parameter ofwhich the sensitivity meets a preset requirement as a correction parameter; constructing a response surface model between the target response parameter and the correction parameter, and determining acorrection value of the correction parameter based on the response surface model; and updating the initial digital twinning model by using the correction value of the correction parameter to obtain adigital twinning model of the target equipment, and performing fault diagnosis on the target equipment by using the digital twinning model. By means of the embodiments of the invention, accurate diagnosis of equipment faults can be realized.

A system, method, device and computer code product is disclosed for stabilizing compass heading under tilt error conditions from an uncorrected electronic compass reading. Exemplary embodiments include a stabilizing filter configured to filter out tilt errors incorporated into the uncorrected electronic compass reading and a filter adaptation module configured to control the stabilizing filter response based on the signal radius of the uncorrected compass reading and a pre-calibrated ideal radius for the compass. The filter adaptation module can be configured to calculate a filter response parameter as a function of the relative difference between the signal radius of the uncorrected compass reading and the pre-calibrated ideal radius. The filter response parameter can be passed to the stabilizing filter for controlling its operation.

The invention provides an approach to log in single sign-on system by using OpenID account, including: add the support class and verification class of OpenID account in the single sign-on system; users enter the OpenID account in the described single sign-on system to send the login request; the described single sign-on system connects the OpenID server after receiving the request to verify the legality of the OpenID account; the described single sign-on system obtains the response parameters returned from the OpenID server and determines whether to allow users to log on the described single sign-on system according to the response parameters.

The system for implementing Customized Pricing includes, in a preferred embodiment, four modules operable within a server or workstation environment, including a CP Statistics Calibration module, a CP Pricer, a CP Strategy Tool, and a CP Performance Monitor. The CP Statistics Calibration module examines the historical pricing proposals and their corresponding subsequent fulfillment data (e.g., what products were delivered at the offered prices). The historical pricing proposals are generated from or stored within databases coupled to the system. The CP Statistics Calibration module generates the market response parameters that are key to quantifying predicted future buyer behavior. Customer response behavior to various offers for products is preferably modeled using a Zero Inflated Regression Model approach. The CP Pricer software module is operative to construct a pricing proposal using the market response parameters generated by the CP Statistics Calibration module. The CP Strategy Tool coupled to retrieve market response parameters from said CP Statistics Calibration module and strategic goal information from said computer database and generating impacts on said strategic goals cooperative with pricing proposals received from said CP Pricer software module. The CP Performance Monitor operative within the system to receive fulfillment history from records of buyer responses to prior pricing proposals, and periodically monitor a variance from a model established from the market response parameters.

The invention relates to a determination method for determining critical instable starting rainfall capacity of rainfall type landslip in a monitoring manner, in particular to a determination method for comprehensively analyzing and determining critical instable starting rainfall capacity of rainfall type landslip based on real-time rainfall capacity and displacement monitoring data. The method comprises the following steps: with the change of the rainfall capacity of the landslip as a loading or unloading kinetic parameter of the landslip and the change of displacement or displacement speed of the landslip as a response parameter of a landslip mass relative to the change of external forces, determining rainfall loading or unloading displacement response ratio coupling predication parameters and a corresponding model of the landslip based on the loading or unloading kinetic parameter and the displacement response parameter of the landslip; by taking the rainfall loading or unloading displacement response ratio coupling power parameters of the landslip as a criterion, determining the corresponding critical rainfall capacity in an instable state of the landslip. The monitoring and prewarning rainfall capacity of the landslip is the critical instable starting rainfall capacity of the landslip, and the determination of the critical instable starting rainfall capacity of the landslip can provide an effective basis for monitoring, prewarning and preventing of the rainfall type landslip.

The present invention is related to a method, apparatus, and computer program product, in which a password-based digest access authentication procedure is used for performing authentication between a client and a server, wherein the authentication procedure is secured by at least one of modifying a digest-response parameter with a user password and generating a bootstrapped key based on the user password and at least one fresh parameter not used in a previous protocol run between the client and the server.

The invention relates to a composite hydrodynamic reservoir bank slope stability prediction method, which belongs to the technical field of slope stability evaluation and landslide disaster monitoringand early warning. The method comprises the following steps of preliminary investigation of a reservoir-type landslide, selection of a displacement monitoring point, arrangement and installation of monitoring equipment, processing of monitored data, determination of landslide basic physical and mechanical property parameters and a slope slicing method, determination of overall residual downward thrust increment of the slope above a water line under effects of rainfall, determination of a slope saturation line during a reservoir water line decreasing process, determination of residual downwardthrust increment of the slope in a water line change range under effects of the reservoir water line, determination of reservoir-type landslide composite water loading and response parameters, determination of a composite hydrodynamic increased load displacement response ratio prediction model, and evaluation and monitoring and early warning of the composite hydrodynamic slope stability. The corresponding relationship between the reservoir-type landslide composite hydrodynamic increased load displacement response ratio parameters and the landslide stability is disclosed, and on the basis, a reservoir-type slope stability evolution law is analyzed and evaluated.

The invention discloses a method for updating random access response parameters and a random access response method. The method for updating the random access response parameters comprises the following steps that: before a terminal sends a random access precursor message to a base station, a retroversion control parameter is set as an initial value; after the terminal sends the random access precursor message to the base station and receives a random access response message returned by the base station, the terminal judges whether the random access response message contains the retroversion control parameter or not; if so, the terminal updates the value of the retroversion control parameter into the value of the retroversion control parameter contained in the random access response message; and otherwise, the terminal keeps the original value of the retroversion control parameter. The method is adopted to ensure that the terminal obtains the accurate retroversion control parameter in the random access process, only needs to update the retroversion control parameter once, simplifies the terminal operation and saves the time of the random access process of the terminal.

The invention discloses a large-span underground construction surrounding rock excavation stability monitoring and early warning method. The method comprises the steps that a surrounding rock monitoring section is selected, and section monitoring points are arranged; a surrounding rock deformation monitoring device and a stress monitoring device are installed; the surrounding rock deformation monitoring device and the stress monitoring device are applied according to the stability conditions of the surrounding rock at different stability stages, and the stress and displacement of corresponding monitoring points of the different excavation stages are monitored; the surrounding rock excavation displacement power load increasing rate eta i is determined and serves as the surrounding rock excavation stability evaluation parameter, and evaluating and early warning are conducted on the surrounding rock stability. The large-span underground construction surrounding rock excavation stability monitoring and early warning method has the advantages that the underground cavern surrounding rock excavation monitoring area stress change parameter and the corresponding displacement response parameter are organically coupled, the parameters can reflect the dynamic change rule of the surrounding rock stability along with the excavation construction, and analysis and prediction can be carried out on the future surrounding rock excavation deformation development rule and the stability evolutionary trend.

The invention discloses a web page crawling method and a spider. The method comprises the following steps: injecting seed URL into a Web database; generating a URL list based on the Web database; feeding back the URL in the URL list to a web page crawler; crawling the webpage by the web page crawler according to the fed back URL comforming to the corresponding visit mode of the web page; and updating the URL state in the Web database and injecting newly found URL based on the crawled web page, wherein the visit mode comprises requesting parameter socket, responsing parameter socket, requesting the corresponding relationship between the requesting parameter socket and the responsing parameter socket; the requesting parameter socket comprises requesting parameter, as well as the mapping relationship of the requesting parameter socket and the responsing parameter socket; the responsing parameter socket comprises a responsing parameter, as well as the extraction position information about the extraction position of the responsing parameter in http respongsing message.