Books on the topic 'Information systems flexibility'

The book is devoted to the research and development of methods for combining computational structures for reconfigurable signature-based information protection tools for computer systems and networks in order to increase their efficiency. Network security tools based, among others, on such AI-based approaches as deep neural networking, despite the great progress shown in recent years, still suffer from nonzero recognition error probability. Even a low probability of such an error in a critical infrastructure can be disastrous. Therefore, signature-based recognition methods with their theoretically exact matching feature are still relevant when creating information security systems such as network intrusion detection systems, antivirus, anti-spam, and wormcontainment systems. The real time multi-pattern string matching task has been a major performance bottleneck in such systems. To speed up the recognition process, developers use a reconfigurable hardware platform based on FPGA devices. Such platform provides almost software flexibility and near-ASIC performance. The most important component of a signature-based information security system in terms of efficiency is the recognition module, in which the multipattern matching task is directly solved. It must not only check each byte of input data at speeds of tens and hundreds of gigabits/sec against hundreds of thousand or even millions patterns of signature database, but also change its structure every time a new signature appears or the operating conditions of the protected system change. As a result of the analysis of numerous examples of the development of reconfigurable information security systems, three most promising approaches to the construction of hardware circuits of recognition modules were identified, namely, content-addressable memory based on digital comparators, Bloom filter and Aho–Corasick finite automata. A method for fast quantification of components of recognition module and the entire system was proposed. The method makes it possible to exclude resource-intensive procedures for synthesizing digital circuits on FPGAs when building complex reconfigurable information security systems and their components. To improve the efficiency of the systems under study, structural-level combinational methods are proposed, which allow combining into single recognition device several matching schemes built on different approaches and their modifications, in such a way that their advantages are enhanced and disadvantages are eliminated. In order to achieve the maximum efficiency of combining methods, optimization methods are used. The methods of: parallel combining, sequential cascading and vertical junction have been formulated and investigated. The principle of multi-level combining of combining methods is also considered and researched. Algorithms for the implementation of the proposed combining methods have been developed. Software has been created that allows to conduct experiments with the developed methods and tools. Quantitative estimates are obtained for increasing the efficiency of constructing recognition modules as a result of using combination methods. The issue of optimization of reconfigurable devices presented in hardware description languages is considered. A modification of the method of affine transformations, which allows parallelizing such cycles that cannot be optimized by other methods, was presented. In order to facilitate the practical application of the developed methods and tools, a web service using high-performance computer technologies of grid and cloud computing was considered. The proposed methods to increase efficiency of matching procedure can also be used to solve important problems in other fields of science as data mining, analysis of DNA molecules, etc. Keywords: information security, signature, multi-pattern matching, FPGA, structural combining, efficiency, optimization, hardware description language.

Fully updated for the 2020 Edition of the ASME B31.3 Code, this fourth edition provides background information, historical perspective, and expert commentary on the ASME B31.3 Code requirements for process piping design and construction. It provides the most complete coverage of the Code that is available today and is packed with additional information useful to those responsible for the design and mechanical integrity of process piping. The author and the primary contributor to the fourth edition, Don Frikken are a long-serving members, and Prior Chairmen, of the ASME B31.3, Process Piping Code committee. Dr. Becht explains the principal intentions of the Code, covering the content of each of the Code's chapters. Book inserts cover special topics such as calculation of refractory lined pipe wall temperature, spring design, design for vibration, welding processes, bonding processes and expansion joint pressure thrust. Appendices in the book include useful information for pressure design and flexibility analysis as well as guidelines for computer flexibility analysis and design of piping systems with expansion joints. From the new designer wanting to known how to size a pipe wall thickness or design a spring to the expert piping engineer wanting to understand some nuance or intent of the code, everyone whose career involves process piping will find this to be a valuable reference.

To implement their strategies on a global scale, global organizations must design appropriate structures that take into account the demands and complexities of their changing environments, such as the diversity of offerings/businesses as a function of the geographical region in which the firm operates. The strategic role of subsidiaries and how they integrate into the overall system have changed and should be considered in the design of the firm—especially the kind of flexibility needed in managing vertical and lateral flows of information as well as integration of various functions. This chapter discusses three different types of design: decentralized federation, coordinated federation, and centralized hub in terms of their significance in accomplishing flexibility, national responsiveness, and the need for global integration. One significant development is the use of global networks and international teams composed of technically competent people who are dispersed across spatial, temporal, cultural, and organizational boundaries.

Technological evolution and revolution are both driven by the discovery of new functionalities, new materials and the design of yet smaller, faster, and more energy-efficient components. Progress is being made at a breathtaking pace, stimulated by the rapidly growing demand for more powerful and readily available information technology. High-speed internet and data-streaming, home automation, tablets and smartphones are now ‘necessities’ for our everyday lives. Consumer expectations for progressively more data storage and exchange appear to be insatiable. In this context, ferroic domain walls have attracted recent attention as a completely new type of oxide interface. In addition to their functional properties, such walls are spatially mobile and can be created, moved, and erased on demand. This unique degree of flexibility enables domain walls to take an active role in future devices and hold a great potential as multifunctional 2D systems for nanoelectronics. With domain walls as reconfigurable electronic 2D components, a new generation of adaptive nano-technology and flexible circuitry becomes possible, that can be altered and upgraded throughout the lifetime of the device. Thus, what started out as fundamental research, at the limit of accessibility, is finally maturing into a promising concept for next-generation technology.

This chapter is dedicated to calorimeter techniques that have been developed since the first edition of this monograph was published (2000). The Dual Readout Method (DREAM) aims to combine the advantages of compensation (linearity, excellent hadron resolution, Gaussian line shape) with a certain amount of design flexibility. This method, based on simultaneous detection of scintillation and Cherenkov light produyced in the shower development, eliminates some of the disadvantages of compensating devices, and in particular the dependence on efficient neutron detection of the latter. The Particle Flow Analysis method aims to combine the information provided by a good tracking system with that provided by a fine-grained calorimeter system to obtain excellent performance for the detection of jets. The results achieved with both methods, and the challenges faced in practice, are described in detail.

Eric Franklin's first edition of Conditioning for Dance was a bestseller—and it is back and better than ever, offering state-of-the-art conditioning exercises for dancers. An internationally renowned master teacher, Franklin has developed a science-based method of conditioning that is taught and practiced in companies and schools around the world. In this new edition of Conditioning for Dance, he integrates the latest scientific research on strength, flexibility, and conditioning into his dance exercises. New to This Edition Since the first edition, the topic of dancers’ health, wellness, and conditioning has taken on even greater importance in the dance community. Franklin has responded to this increased emphasis by adding these new exercises and resources: • Over 100 new conditioning exercises—for all parts of the body—to support dancers in a wide range of genres, forms, and styles • Over 100 new illustrations and photos to explain and show the exercises • Two new chapters with exercises for a complete conditioning plan In addition, the book is now available in full color to enhance image quality in showing technique. Conditioning for Dance now has separate chapters for shoulders and feet, with additional information on calves and ankles. Franklin also offers practical tips to help you develop your personal conditioning plan. Applying Principles Through the Franklin Method Conditioning for Dance uses the principles of resistance training, physics, anatomy, biomechanics, and neuroplasticity (using imagery for positive mental and physical changes) as applied to dance conditioning. Conditioning for Dance blends imagery, focus, and conditioning exercises for dancers to enhance their technique and performance while practicing injury-prevention strategies. Franklin uses experiential anatomy to show and explain how the conditioning principles work to condition your body. As you undertake the exercises, you gain awareness of the body's function and design and take in the knowledge of the principles through movement. This method, known as the Franklin Method, leads to greater understanding of your body, enhanced performance, and fewer injuries. Franklin developed the training systems within the book as well as a line of equipment, including the Franklin Band and Franklin Balls. Franklin has designed the exercises to transfer directly into dance steps; as such, they are appropriate for incorporating into the preparation time for dance classes. Immediate Benefits Conditioning for Dance offers you the culmination of decades of wisdom and experience in dance conditioning from a master teacher. By using its practical exercises, mind–body relationships, and conditioning routines, and in transferring the book knowledge to body experience, you will notice immediate benefits to your conditioning, strength, and flexibility. You will become kinesthetically aware, create great dance technique from within your own body, and begin to craft injury-free and artistically successful routines.

Advanced Fitness Assessment and Exercise Prescription, Eighth Edition With Online Video, provides a comprehensive approach to physical fitness appraisal and customized exercise prescription. The text synthesizes research and practice with concepts and theories from exercise physiology, kinesiology, measurement, psychology, and nutrition to clearly convey how assessments from physical fitness testing inform the design of individualized exercise programs. The eighth edition of Advanced Fitness Assessment and Exercise Prescription reflects the latest exercise testing and prescription guidelines from the American College of Sports Medicine (ACSM) as well as physical activity recommendations from the U.S. government and American Heart Association. It also takes into account recent ACSM guidelines for medical exam and exercise testing requirements to consider before beginning exercise programs. Additional updates to the eighth edition include the following: • Significant expansion of the online video clips, which now demonstrate nearly 75 fitness tests, including functional movement assessment and push-up and pull-up testing • New protocols and assessments for each of the five fitness components, from self-paced treadmill protocols for cardiorespiratory fitness to the Balance Error Scoring System (BESS) for assessment of balance • Updated blood pressure standards for hypertension • Expanded information on the use of technology to monitor physical activity, including wearable activity trackers and mobile apps • Updated information on the use of workspace design to promote physical activity and exercise • Extensive updates to the supporting research for the assessment and testing protocols Advanced Fitness Assessment and Exercise Prescription, Eighth Edition, is structured around five physical fitness components: cardiorespiratory endurance, muscular fitness (strength, endurance, and power), body composition, flexibility, and balance. The text begins with an overview of physical activity, health, and chronic disease, including a discussion of preliminary health screening and risk classification. It then leads into field and laboratory assessment and testing protocols, followed by prescription guidelines for designing exercise programs to improve each fitness component. Readers will find the latest information on maximal and submaximal graded exercise testing in healthy populations, as well as muscular fitness testing protocols and norms for children and adults. Each chapter begins with key questions to help readers focus on essential information. Sidebars lend practical insight to the content. Key points, review questions, and key terms reinforce concepts and summarize chapter content for better retention. An instructor guide, test package, chapter quizzes, and presentation package plus image bank provide tools for instructors to use for lecture preparation, creative content delivery, and class assessment. The online video clips, newly revised for the eighth edition, further aid student comprehension of the material and provide instructors an additional tool for classroom demonstration. Advanced Fitness Assessment and Exercise Prescription, Eighth Edition, truly bridges the gap between research and practice. Its unique scope, depth of coverage, and clearly outlined approach make it an invaluable resource for students and exercise science professionals who want to increase their knowledge, skill, and competence in assessing clients' fitness and designing individualized exercise programs.

The aim of the paper was to determine the influence of root systems of chosen tree species found in the Polish Flysch Carpathians on the increase of soil shear strength (root cohesion) in terms of slope stability. The paper's goal was achieved through comprehensive tests on root systems of eight relatively common in the Polish Flysch Carpathians tree species. The tests that were carried out included field work, laboratory work and analytical calculations. As part of the field work, the root area ratio (A IA) of the roots was determined using the method of profiling the walls of the trench at a distance of about 1.0 m from the tree trunk. The width of the. trenches was about 1.0 m, and their depth depended on the ground conditions and ranged from 0.6 to 1.0 m below the ground level. After preparing the walls of the trench, the profile was divided into vertical layers with a height of 0.1 m, within which root diameters were measured. Roots with diameters from 1 to 10 mm were taken into consideration in root area ratio calculations in accordance with the generally accepted methodology for this type of tests. These measurements were made in Biegnik (silver fir), Ropica Polska (silver birch, black locust) and Szymbark (silver birch, European beech, European hornbeam, silver fir, sycamore maple, Scots pine, European spruce) located near Gorlice (The Low Beskids) in areas with unplanned forest management. In case of each tested tree species the samples of roots were taken, transported to the laboratory and then saturated with water for at least one day. Before testing the samples were obtained from the water and stretched in a. tensile testing machine in order to determine their tensile strength and flexibility. In general, over 2200 root samples were tested. The results of tests on root area ratio of root systems and their tensile strength were used to determine the value of increase in shear strength of the soils, called root cohesion. To this purpose a classic Wu-Waldron calculation model was used as well as two types of bundle models, the so called static model (Fiber Bundle Model — FIRM, FBM2, FBM3) and the deformation model (Root Bundle Model— RBM1, RBM2, mRBM1) that differ in terms of the assumptions concerning the way the tensile force is distributed to the roots as well as the range of parameters taken into account during calculations. The stability analysis of 8 landslides in forest areas of Cicikowicleie and Wignickie Foothills was a form of verification of relevance of the obtained calculation results. The results of tests on root area ratio in the profile showed that, as expected, the number of roots in the soil profile and their ApIA values are very variable. It was shown that the values of the root area ratio of the tested tree species with a diameter 1-10 ram are a maximum of 0.8% close to the surface of the ground and they decrease along with the depth reaching the values at least one order of magnitude lower than close to the surface at the depth 0.5-1.0 m below the ground level. Average values of the root area ratio within the soil profile were from 0.05 to 0.13% adequately for Scots pine and European beech. The measured values of the root area ratio are relatively low in relation to the values of this parameter given in literature, which is probably connected with great cohesiveness of the soils and the fact that there were a lot of rock fragments in the soil, where the tests were carried out. Calculation results of the Gale-Grigal function indicate that a distribution of roots in the soil profile is similar for the tested species, apart from the silver fir from Bie§nik and European hornbeam. Considering the number of roots, their distribution in the soil profile and the root area ratio it appears that — considering slope stability — the root systems of European beech and black locust are the most optimal, which coincides with tests results given in literature. The results of tensile strength tests showed that the roots of the tested tree species have different tensile strength. The roots of European beech and European hornbeam had high tensile strength, whereas the roots of conifers and silver birch in deciduous trees — low. The analysis of test results also showed that the roots of the studied tree species are characterized by high variability of mechanical properties. The values Of shear strength increase are mainly related to the number and size (diameter) of the roots in the soil profile as well as their tensile strength and pullout resistance, although they can also result from the used calculation method (calculation model). The tests showed that the distribution of roots in the soil and their tensile strength are characterized by large variability, which allows the conclusion that using typical geotechnical calculations, which take into consideration the role of root systems is exposed to a high risk of overestimating their influence on the soil reinforcement. hence, while determining or assuming the increase in shear strength of soil reinforced with roots (root cohesion) for design calculations, a conservative (careful) approach that includes the most unfavourable values of this parameter should be used. Tests showed that the values of shear strength increase of the soil reinforced with roots calculated using Wu-Waldron model in extreme cases are three times higher than the values calculated using bundle models. In general, the most conservative calculation results of the shear strength increase were obtained using deformation bundle models: RBM2 (RBMw) or mRBM1. RBM2 model considers the variability of strength characteristics of soils described by Weibull survival function and in most cases gives the lowest values of the shear strength increase, which usually constitute 50% of the values of shear strength increase determined using classic Wu-Waldron model. Whereas the second model (mRBM1.) considers averaged values of roots strength parameters as well as the possibility that two main mechanism of destruction of a root bundle - rupture and pulling out - can occur at the same. time. The values of shear strength increase calculated using this model were the lowest in case of beech and hornbeam roots, which had high tensile strength. It indicates that in the surface part of the profile (down to 0.2 m below the ground level), primarily in case of deciduous trees, the main mechanism of failure of the root bundle will be pulling out. However, this model requires the knowledge of a much greater number of geometrical parameters of roots and geotechnical parameters of soil, and additionally it is very sensitive to input data. Therefore, it seems practical to use the RBM2 model to assess the influence of roots on the soil shear strength increase, and in order to obtain safe results of calculations in the surface part of the profile, the Weibull shape coefficient equal to 1.0 can be assumed. On the other hand, the Wu-Waldron model can be used for the initial assessment of the shear strength increase of soil reinforced with roots in the situation, where the deformation properties of the root system and its interaction with the soil are not considered, although the values of the shear strength increase calculated using this model should be corrected and reduced by half. Test results indicate that in terms of slope stability the root systems of beech and hornbeam have the most favourable properties - their maximum effect of soil reinforcement in the profile to the depth of 0.5 m does not usually exceed 30 kPa, and to the depth of 1 m - 20 kPa. The root systems of conifers have the least impact on the slope reinforcement, usually increasing the soil shear strength by less than 5 kPa. These values coincide to a large extent with the range of shear strength increase obtained from the direct shear test as well as results of stability analysis given in literature and carried out as part of this work. The analysis of the literature indicates that the methods of measuring tree's root systems as well as their interpretation are very different, which often limits the possibilities of comparing test results. This indicates the need to systematize this type of tests and for this purpose a root distribution model (RDM) can be used, which can be integrated with any deformation bundle model (RBM). A combination of these two calculation models allows the range of soil reinforcement around trees to be determined and this information might be used in practice, while planning bioengineering procedures in areas exposed to surface mass movements. The functionality of this solution can be increased by considering the dynamics of plant develop¬ment in the calculations. This, however, requires conducting this type of research in order to obtain more data.