Inp tooptimmempropslinkedinpost 25mar18_002a
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The document describes a method to iteratively optimize member section properties for structural modules to minimize weight by setting unity check targets, estimating required section properties to meet the targets, selecting sections from a database, and repeating until targets are met for both in-situ and lift design conditions using a single structural analysis. The method works with SACS files but could be adapted to other software.
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Version 1.0Pocket Campus TourArchitectureDesign Document.docx
Version: 1.0
Pocket Campus Tour
Architecture/Design Document
Table of Contents
31Introduction
42Design Goals
43System Behavior
54Logical View
54.1High-Level Design (Architecture)
64.2Mid-Level Design
84.3Detailed Class Design
115Process View
126Development View
127Physical View
128Use Case View
Change History
Version: 0.3
Modifier: Eddie Burris
Date: 4/5/2006
Description of Change: Added sequence diagrams for self-directed mode.
______________________________________________________
Version: 0.2
Modifier: Eddie Burris
Date: 3/20/2006
Description of Change: Added process view and use case view. Also added sequence diagram to logical view.
______________________________________________________
Version: 0.1
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Date: 3/15/2006
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______________________________________________________
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The purpose of this document is to describe the architecture and design of the Pocket Campus Tour application in a way that addresses the interests and concerns of all major stakeholders. For this application the major stakeholders are:
· Users and the customer – they want assurances that the architecture will provide for system functionality and exhibit desirable non-functional quality requirements such as usability, reliability, etc.
· Developers – they want an architecture that will minimize complexity and development effort.
· Project Manager – the project manager is responsible for assigning tasks and coordinating development work. He or she wants an architecture that divides the system into components of roughly equal size and complexity that can be developed simultaneously with minimal dependencies. For this to happen, the modules need well-defined interfaces. Also, because most individuals specialize in a particular skill or technology, modules should be designed around specific expertise. For example, all UI logic might be encapsulated in one module. Another might have all logic related to GPS coordinates.
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Inp tooptimmempropslinkedinpost 25mar18_002b
The document describes a member section optimization procedure that takes lift and in-situ structural models as input, runs an iterative analysis to optimize member sections based on unity check results, and outputs updated models with optimized member section data and tables of maximum unity check results. The procedure involves setting up customized models, running iterative analyses, and applying a VBA optimizer routine to select optimal rolled profiles or tubular sections for members.
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Art9 slide3 a
This document discusses lift scenarios for offshore, at-shore, and on-shore locations. It provides PDLLF (presumably some lift metric) values of 2.0 for offshore, 1.35 for at-shore, and 1.0 for on-shore locations.
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and executing selected policy. Evaluating system utility is
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Version 1.0Pocket Campus TourArchitectureDesign Document.docx
Version: 1.0
Pocket Campus Tour
Architecture/Design Document
Table of Contents
31Introduction
42Design Goals
43System Behavior
54Logical View
54.1High-Level Design (Architecture)
64.2Mid-Level Design
84.3Detailed Class Design
115Process View
126Development View
127Physical View
128Use Case View
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Version: 0.3
Modifier: Eddie Burris
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Version: 0.2
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Version: 0.1
Modifier: Eddie Burris
Date: 3/15/2006
Description of Change: Initial rough draft. Contains logical view (high-level modules only) and development view.
______________________________________________________
1 Introduction
This document describes the architecture and design for the Pocket Campus Tour application being developed for the University of Missouri—Kansas City (UMKC). Pocket Campus Tour is a PDA application that turns a GPS enabled PDA into a personal tour guide providing audio commentary on the buildings and notable structures on the UMKC campus. Pocket Campus Tour has a roaming mode that requires zero computer skills. Visitors simply carry the device with them as they stroll the campus and it provides audio commentary relevant to the visitor’s current location. For those who can’t or don’t want to stroll the campus, the application also offers a self-directed mode where the same position-dependent audio commentary is available from an interactive onscreen campus map.
The purpose of this document is to describe the architecture and design of the Pocket Campus Tour application in a way that addresses the interests and concerns of all major stakeholders. For this application the major stakeholders are:
· Users and the customer – they want assurances that the architecture will provide for system functionality and exhibit desirable non-functional quality requirements such as usability, reliability, etc.
· Developers – they want an architecture that will minimize complexity and development effort.
· Project Manager – the project manager is responsible for assigning tasks and coordinating development work. He or she wants an architecture that divides the system into components of roughly equal size and complexity that can be developed simultaneously with minimal dependencies. For this to happen, the modules need well-defined interfaces. Also, because most individuals specialize in a particular skill or technology, modules should be designed around specific expertise. For example, all UI logic might be encapsulated in one module. Another might have all logic related to GPS coordinates.
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The archite ...
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M. Ketfi, N. Belkhatir and P.Y. Cunin
Proceedings of the International Conference on Software Engineering Research & Practice SERP 2002, Las Vegas, Nevada, USA. Published by CSREA Press, June 2002, ISBN:1-892512-99-8 (pages: 555-562).
White paper mbre_en
1) VISIONEER has developed a revolutionary concept called Model-based Requirement Engineering (MBRE) and a system-kit for embedded systems that uses simple class notations to generate standardized specifications that become a model that can be handled with object-oriented methods.
2) MBRE features include easy-to-learn object-oriented requirement engineering, automatisms for smart and standardized specifications, controlled reuse of imported MBSE diagrams and libraries, and controlled handling of requirements and solutions.
3) A key feature of MBRE is an integrated method for standardized description of behavioral requirements that can define and verify that all behavioral requirements are completely and clearly defined, which is an expensive problem for embedded systems.
Inp tooptimmempropslinkedinpost 25mar18_002b
The document describes a member section optimization procedure that takes lift and in-situ structural models as input, runs an iterative analysis to optimize member sections based on unity check results, and outputs updated models with optimized member section data and tables of maximum unity check results. The procedure involves setting up customized models, running iterative analyses, and applying a VBA optimizer routine to select optimal rolled profiles or tubular sections for members.
Sassy
SASSY is a framework that allows software systems to self-architect and adapt to changes in their computing environment or requirements. It uses models called Service Activity Schemas (SAS) to specify system requirements and generate an initial architecture. SASSY then monitors quality of service metrics and dynamically changes the architecture by applying patterns if the overall utility falls, in order to maintain the best QoS. It transforms SAS models into executable architectures and facilitates simulation and testing through model transformations and existing tools.
10-Testing-system.pdf
1. The document describes various steps involved in integration and system testing during software development including acceptance test planning, system test planning, creating functional tests, integration and unit test planning, and generating oracles.
2. The main activities described are grouped into requirements elicitation, requirements specification, architectural design, detail design, unit coding, integration and delivery, and maintenance phases. Key activities associated with each phase are defined.
3. Unit, integration, and system testing are described as having different goals and execution procedures, with unit testing focusing on small units, integration testing on module interactions, and system testing on overall system behavior.
Giddings
The document discusses modeling performance for distributed real-time process control systems early in development. It proposes representing individual system elements like sensors and actuators as periodic processes and using Model Driven Architecture to develop functional models prior to UML models. This allows performance to be animated or calculated early based on individual element models, helping establish performance requirements before implementation.
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RESEARCH ON DISTRIBUTED SOFTWARE TESTING PLATFORM BASED ON CLOUD RESOURCE
In order to solve the low efficiency problem of large-scale distributed software testing , CBDSTP(
Cloud-Based Distributed Software Testing Platform) is put forward.This platform can provide continous
integration and automation of testing for large software systems, which can make full use of resources on
the cloud clients, achieving testing result s in the real environment and reasonable allocating testing jobs,
to resolve the Web application software configuration test, compatibility test and distributed test problems,
to reduce costs, improve efficiency. Through making MySQL testing on this prototype system, the
verification is made for platform architecture and job allocation effectiveness.
Flexible Multibody Dynamics
The document discusses flexible multibody dynamics and simulation. It covers topics like kinematic and dynamic analysis of multi-body systems, types of multibody dynamic analyses including forward and inverse dynamics, using simulation tools to model flexible bodies and their interactions, incorporating constraints and contacts between bodies, and using simulations to analyze complex mechanical systems with multiple degrees of freedom like vehicles and machinery.
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1) The document proposes an approach to raise the level of abstraction in timing analysis for vehicular embedded systems through model-driven engineering.
2) Key contributions include defining a metamodel for the Reference Component Model (RCM) and a transformation from EAST-ADL design models to RCM models to enable timing analysis at the design level.
3) A selection mechanism is defined to filter RCM models based on timing constraints and application type to identify the optimal model for analysis.
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This talk was originally presented at a Virginia Tech Computer Science seminar.
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Mbd 05 analysis of drive system for powder compation_sci_tech
Version 1.0Pocket Campus TourArchitectureDesign Document.docx
Version 1.0Pocket Campus TourArchitectureDesign Document.docx
Application cloudification with liberty and urban code deploy - UCD
Application cloudification with liberty and urban code deploy - UCD
RESEARCH ON DISTRIBUTED SOFTWARE TESTING PLATFORM BASED ON CLOUD RESOURCE
RESEARCH ON DISTRIBUTED SOFTWARE TESTING PLATFORM BASED ON CLOUD RESOURCE
Raising Abstraction in Timing Analysis for Vehicular Embedded Systems through...
Raising Abstraction in Timing Analysis for Vehicular Embedded Systems through...
Developing Tools for “What if…” Testing of Large-scale Software Systems
Developing Tools for “What if…” Testing of Large-scale Software Systems
More from Michael (Mike) Harwood, PE, PMP
Art9 slide3 a
This document discusses lift scenarios for offshore, at-shore, and on-shore locations. It provides PDLLF (presumably some lift metric) values of 2.0 for offshore, 1.35 for at-shore, and 1.0 for on-shore locations.
Art9 slide3
This document provides instructions for rigging and transporting a package in two configurations, with or without a spreader bar. It lists the waypoints and structures involved in the transport, including packages, center of gravity, and notes that local waypoints are offset from package waypoints. Rigging arrangements are provided for both the no spreader bar and spreader bar cases.
Art9 slide1 a
The document provides steps for rigging a package, including obtaining the package weight and center of gravity, establishing lift points, calculating work points and sling forces for the selected rigging system, generating a table of work points to construct an initial AutoCAD 3D model, and building input for a rigging sub-model to export for structural analysis.
Slide12 en1 m_eenggraph
The document shows quarterly percentage values from Q3 2020 through Q2 2022, with values ranging from 50% to 500% in Q3 2020 and steadily increasing each quarter up to 2,500% in Q2 2022. It also lists "Peak Units: EN1MEeng" and notes items as either "Overallocated" or "Allocated" without providing further details.
Slide11 en1 p_idesgnrgraph
This document shows unit allocation percentages for an EN1PIdesgnr across 6 quarters from Q3 2020 to Q2 2022. The percentages ranged from 30% to over 2000%, with the highest allocation being in Q4 2021 and the lowest in Q4 2020. Peak unit allocation exceeded 2500% in one quarter.
Slide10 en1 e_ldesgnrgraph
The document shows quarterly unit sales data from Q3 2020 to Q2 2022, with sales increasing dramatically each quarter from 217% to 2,500%. It also lists the product "EN1ELdesgnr" and notes it is overallocated based on the allocation numbers shown.
Slide9 mp psht6of6
This document outlines a project schedule with multiple tasks related to structural engineering for a construction project. The schedule includes tasks for load plans, concept studies, technical reviews, structural engineering management, structural outfit coordination, and tool arrangement coordination occurring from September 2019 through August 2023. Key milestones and dependencies between tasks are indicated.
Slide8 mp psht5of6
This document contains a list of tasks related to an engineering project including deliverables, durations, and start and finish dates. The tasks are organized into groups including Process Control Systems, Instrumentation, Module M15 Systems, and Structural works. The document outlines a timeline spanning from September 2019 to May 2022 for completion of the engineering works.
Slide7 mp psht4of6
This document contains a list of tasks with details including task name, deliverable name, start date, finish date, and duration in days. There are over 70 tasks related to electrical and instrumentation engineering listed. The tasks involve developing drawings, specifications, calculations, and other deliverables over multiple quarters from 2019 through 2023. Project resources are assigned to the tasks and progress is tracked as a percentage complete.
Slide6 mp psht3of6
The document outlines a schedule for engineering design tasks including piping and electrical. It lists 17 tasks with details on task name, deliverable, duration, start and finish dates. The tasks involve equipment arrangement and 2D drawings, isometric drawings and 3D modeling, specifications, data sheets, lists and single line diagrams. Progress is shown in percentages complete for each task on a quarterly basis through 2023.
Slide5 mp psht2of6
This document contains a list of tasks related to an engineering project with details on task name, deliverables, duration, start and finish dates. The tasks are grouped under safety, mechanical, and piping disciplines. Some of the key tasks include developing process data sheets, instrumentation diagrams, piping specifications and philosophies, mechanical studies, data sheets, and packages. The tasks span from June 2019 to April 2022.
Slide4 mp psht1of6
This document outlines a project schedule for engineering tasks over 470 days from April 2019 to May 2021. It includes early facility studies, design reviews at 30%, 60%, and 90% completion, and handover to the process team in April 2022. Process engineering tasks such as process calculations, guidelines, diagrams and data sheets will run from September 2019 to April 2022. Safety engineering tasks including philosophy, calculations and guidelines will also take place from September 2019 to April 2022 in parallel with process engineering.
Slide3 phasing ofp_rdelgrpswork
This document contains a deliverable group for a process project including 8 items: process philosophy/specifications, process calculations, process guidelines, process flow diagrams, process data sheets, heat and material balance/utilities balance, process and instrumentation diagrams, and process discipline management and interface. It provides the resource type, resource home, and estimated duration in weeks from project start for each item.
Slide2 discipline grupspt2of2
This document outlines deliverable groups, manhours, and resources for structural and piping disciplines for a typical module (Mxx). It lists structural deliverables such as management, standard drawings, concept designs, calculation reports, and structural drawings. It also lists piping deliverables including management, specifications, stress analysis, bulk materials lists, component data sheets, equipment arrangement drawings, isometrics, and models. Manhours range from 100 to 2200 hours per deliverable, with resources including engineers and designers from owner and contractor teams.
Slide1 discipline grupspt1of2
This document outlines the deliverable groups, resource types, and estimated manhours for engineering disciplines on a project. It lists the major engineering disciplines of Process, Mechanical, Electrical, Instrumentation and Safety. For each discipline it identifies the key deliverables such as specifications, calculations, diagrams and management tasks. It also notes that manhour estimates are per module and can vary depending on the specific module.
Art7 slide3
This document discusses horizontal blast loads coming from the east side of a plant. It shows the direction of space load vectors in pink and indicates pressure relief wall penetrations with horseshoes. The document also notes that the nearest module joint is at the tip of the arrow, which is the opposite end of the blast direction.
Art7 slide2a
This document provides a dry weight estimate for the first stage pipe system (SK1) showing footprints as blue rectangles and weight locations marked with pink arrows at pipe support work points (PS WP's).
More from Michael (Mike) Harwood, PE, PMP (20)
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哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样
原版一模一样【微信：741003700 】【(csu毕业证书)查尔斯特大学毕业证硕士学历】【微信：741003700 】学位证，留信认证（真实可查，永久存档）offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原海外各大学 Bachelor Diploma degree, Master Degree Diploma
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问Q/微741003700
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
22CYT12-Unit-V-E Waste and its Management.ppt
Introduction- e - waste – definition - sources of e-waste– hazardous substances in e-waste - effects of e-waste on environment and human health- need for e-waste management– e-waste handling rules - waste minimization techniques for managing e-waste – recycling of e-waste - disposal treatment methods of e- waste – mechanism of extraction of precious metal from leaching solution-global Scenario of E-waste – E-waste in India- case studies.
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024
Sinan from the Delivery Hero mobile infrastructure engineering team shares a deep dive into performance acceleration with Gradle build cache optimizations. Sinan shares their journey into solving complex build-cache problems that affect Gradle builds. By understanding the challenges and solutions found in our journey, we aim to demonstrate the possibilities for faster builds. The case study reveals how overlapping outputs and cache misconfigurations led to significant increases in build times, especially as the project scaled up with numerous modules using Paparazzi tests. The journey from diagnosing to defeating cache issues offers invaluable lessons on maintaining cache integrity without sacrificing functionality.
Null Bangalore | Pentesters Approach to AWS IAM
#Abstract:
- Learn more about the real-world methods for auditing AWS IAM (Identity and Access Management) as a pentester. So let us proceed with a brief discussion of IAM as well as some typical misconfigurations and their potential exploits in order to reinforce the understanding of IAM security best practices.
- Gain actionable insights into AWS IAM policies and roles, using hands on approach.
#Prerequisites:
- Basic understanding of AWS services and architecture
- Familiarity with cloud security concepts
- Experience using the AWS Management Console or AWS CLI.
- For hands on lab create account on [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
# Scenario Covered:
- Basics of IAM in AWS
- Implementing IAM Policies with Least Privilege to Manage S3 Bucket
- Objective: Create an S3 bucket with least privilege IAM policy and validate access.
- Steps:
- Create S3 bucket.
- Attach least privilege policy to IAM user.
- Validate access.
- Exploiting IAM PassRole Misconfiguration
-Allows a user to pass a specific IAM role to an AWS service (ec2), typically used for service access delegation. Then exploit PassRole Misconfiguration granting unauthorized access to sensitive resources.
- Objective: Demonstrate how a PassRole misconfiguration can grant unauthorized access.
- Steps:
- Allow user to pass IAM role to EC2.
- Exploit misconfiguration for unauthorized access.
- Access sensitive resources.
- Exploiting IAM AssumeRole Misconfiguration with Overly Permissive Role
- An overly permissive IAM role configuration can lead to privilege escalation by creating a role with administrative privileges and allow a user to assume this role.
- Objective: Show how overly permissive IAM roles can lead to privilege escalation.
- Steps:
- Create role with administrative privileges.
- Allow user to assume the role.
- Perform administrative actions.
- Differentiation between PassRole vs AssumeRole
Try at [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
BRAIN TUMOR DETECTION for seminar ppt.pdf
BRAIN TUMOR DETECTION
AND CLASSIFICATION USING
ARTIFICIAL INTELLIGENCE
Comparative analysis between traditional aquaponics and reconstructed aquapon...
The aquaponic system of planting is a method that does not require soil usage. It is a method that only needs water, fish, lava rocks (a substitute for soil), and plants. Aquaponic systems are sustainable and environmentally friendly. Its use not only helps to plant in small spaces but also helps reduce artificial chemical use and minimizes excess water use, as aquaponics consumes 90% less water than soil-based gardening. The study applied a descriptive and experimental design to assess and compare conventional and reconstructed aquaponic methods for reproducing tomatoes. The researchers created an observation checklist to determine the significant factors of the study. The study aims to determine the significant difference between traditional aquaponics and reconstructed aquaponics systems propagating tomatoes in terms of height, weight, girth, and number of fruits. The reconstructed aquaponics system’s higher growth yield results in a much more nourished crop than the traditional aquaponics system. It is superior in its number of fruits, height, weight, and girth measurement. Moreover, the reconstructed aquaponics system is proven to eliminate all the hindrances present in the traditional aquaponics system, which are overcrowding of fish, algae growth, pest problems, contaminated water, and dead fish.
Rainfall intensity duration frequency curve statistical analysis and modeling...
Using data from 41 years in Patna’ India’ the study’s goal is to analyze the trends of how often it rains on a weekly, seasonal, and annual basis (1981−2020). First, utilizing the intensity-duration-frequency (IDF) curve and the relationship by statistically analyzing rainfall’ the historical rainfall data set for Patna’ India’ during a 41 year period (1981−2020), was evaluated for its quality. Changes in the hydrologic cycle as a result of increased greenhouse gas emissions are expected to induce variations in the intensity, length, and frequency of precipitation events. One strategy to lessen vulnerability is to quantify probable changes and adapt to them. Techniques such as log-normal, normal, and Gumbel are used (EV-I). Distributions were created with durations of 1, 2, 3, 6, and 24 h and return times of 2, 5, 10, 25, and 100 years. There were also mathematical correlations discovered between rainfall and recurrence interval.
Findings: Based on findings, the Gumbel approach produced the highest intensity values, whereas the other approaches produced values that were close to each other. The data indicates that 461.9 mm of rain fell during the monsoon season’s 301st week. However, it was found that the 29th week had the greatest average rainfall, 92.6 mm. With 952.6 mm on average, the monsoon season saw the highest rainfall. Calculations revealed that the yearly rainfall averaged 1171.1 mm. Using Weibull’s method, the study was subsequently expanded to examine rainfall distribution at different recurrence intervals of 2, 5, 10, and 25 years. Rainfall and recurrence interval mathematical correlations were also developed. Further regression analysis revealed that short wave irrigation, wind direction, wind speed, pressure, relative humidity, and temperature all had a substantial influence on rainfall.
Originality and value: The results of the rainfall IDF curves can provide useful information to policymakers in making appropriate decisions in managing and minimizing floods in the study area.
官方认证美国密歇根州立大学毕业证学位证书原版一模一样
原版一模一样【微信：741003700 】【美国密歇根州立大学毕业证学位证书】【微信：741003700 】学位证，留信认证（真实可查，永久存档）offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原海外各大学 Bachelor Diploma degree, Master Degree Diploma
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问Q/微741003700
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
Mechanical Engineering on AAI Summer Training Report-003.pdf
Mechanical Engineering PROJECT REPORT ON SUMMER VOCATIONAL TRAINING
AT MBB AIRPORT
学校原版美国波士顿大学毕业证学历学位证书原版一模一样
原版一模一样【微信：741003700 】【美国波士顿大学毕业证学历学位证书】【微信：741003700 】学位证，留信认证（真实可查，永久存档）offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原海外各大学 Bachelor Diploma degree, Master Degree Diploma
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问Q/微741003700
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...
Medical image analysis has witnessed significant advancements with deep learning techniques. In the domain of brain tumor segmentation, the ability to
precisely delineate tumor boundaries from magnetic resonance imaging (MRI)
scans holds profound implications for diagnosis. This study presents an ensemble convolutional neural network (CNN) with transfer learning, integrating
the state-of-the-art Deeplabv3+ architecture with the ResNet18 backbone. The
model is rigorously trained and evaluated, exhibiting remarkable performance
metrics, including an impressive global accuracy of 99.286%, a high-class accuracy of 82.191%, a mean intersection over union (IoU) of 79.900%, a weighted
IoU of 98.620%, and a Boundary F1 (BF) score of 83.303%. Notably, a detailed comparative analysis with existing methods showcases the superiority of
our proposed model. These findings underscore the model’s competence in precise brain tumor localization, underscoring its potential to revolutionize medical
image analysis and enhance healthcare outcomes. This research paves the way
for future exploration and optimization of advanced CNN models in medical
imaging, emphasizing addressing false positives and resource efficiency.
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Manufacturing Process of molasses based distillery ppt.pptx
Manufacturing Process of molasses based distillery ppt.pptx
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024
Comparative analysis between traditional aquaponics and reconstructed aquapon...
Comparative analysis between traditional aquaponics and reconstructed aquapon...
Rainfall intensity duration frequency curve statistical analysis and modeling...
Rainfall intensity duration frequency curve statistical analysis and modeling...
Generative AI leverages algorithms to create various forms of content
Generative AI leverages algorithms to create various forms of content
Mechanical Engineering on AAI Summer Training Report-003.pdf
Mechanical Engineering on AAI Summer Training Report-003.pdf
Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...
Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...
Inp tooptimmempropslinkedinpost 25mar18_002a
- 1. OBJECTIVES Iteratively optimize member section property selection for modules subject to in-situ and lift design conditions with the goal of optimizing structural weight. SUMMARY OF METHOD 1. Set up single-step structural analysis procedure that handles both Lift and In-situ design conditions and establish a global member unity check (UC) target. 2. Set Unity Check (UC) targets for the next iteration that are close to the global target based on member UC results for current iteration. 3. Estimate member cross section area and section moduli required to meet these targets and select the lightest section in pre-defined member section property databases that satisfies them. 4. Update the in-situ and lift structural models by substituting these new section properties for the current ones. 5. Repeat steps 2-4 until member UC’s are as close to the overall target as desired. MCHTM Inc Automated Optimization of Structural Model Member Section Properties SUPPORTING 3rd PARTY SOFTWARE At present, the system has been implemented to work with SACS input files but could be adapted to work with other structural analysis software. Typical Lift Model (pin supported at lift points) Typical In-situ Model (supported at points at the base)