Downloads & Free Reading Options - Results

156, [18] pages : 25 cm

156, [18] pages : 25 cm

We propose experimental methods to engineer reservoirs at arbitrary temperature which are feasible with current technology. Our results generalize to mixed states the possibility of quantum state engineering through controlled decoherence. Finite temperature engineered reservoirs can lead to the experimental observation of thermal entanglement --the appearance and increase of entanglement with temperature-- to the study of the dependence of finite time disentanglement and revival with temperature, quantum thermodynamical effects, among many other applications, enlarging the comprehension of temperature dependent entanglement properties.

We develop a scheme to prepare a desired state or subspace in high-dimensional Hilbert-spaces using repeated applications of a single static projection operator onto the desired target and fixed unitary dynamics. Benchmarks against other control schemes, performed on generic Hamiltonians and on Bose-Hubbard systems, establish the competitiveness of the method. As a concrete application of the control of mesoscopic atomic samples in optical lattices we demonstrate the near deterministic preparation of Schr\"{o}dinger cat states of all atoms residing on either the odd or the even sites.

We develop a scheme to prepare a desired state or subspace in high-dimensional Hilbert-spaces using repeated applications of a single static projection operator onto the desired target and fixed unitary dynamics. Benchmarks against other control schemes, performed on generic Hamiltonians and on Bose-Hubbard systems, establish the competitiveness of the method. As a concrete application of the control of mesoscopic atomic samples in optical lattices we demonstrate the near deterministic preparation of Schr\"{o}dinger cat states of all atoms residing on either the odd or the even sites.

We develop a scheme to prepare a desired state or subspace in high-dimensional Hilbert-spaces using repeated applications of a single static projection operator onto the desired target and fixed unitary dynamics. Benchmarks against other control schemes, performed on generic Hamiltonians and on Bose-Hubbard systems, establish the competitiveness of the method. As a concrete application of the control of mesoscopic atomic samples in optical lattices we demonstrate the near deterministic preparation of Schr\"{o}dinger cat states of all atoms residing on either the odd or the even sites.

We develop a scheme to prepare a desired state or subspace in high-dimensional Hilbert-spaces using repeated applications of a single static projection operator onto the desired target and fixed unitary dynamics. Benchmarks against other control schemes, performed on generic Hamiltonians and on Bose-Hubbard systems, establish the competitiveness of the method. As a concrete application of the control of mesoscopic atomic samples in optical lattices we demonstrate the near deterministic preparation of Schr\"{o}dinger cat states of all atoms residing on either the odd or the even sites.

We develop a scheme to prepare a desired state or subspace in high-dimensional Hilbert-spaces using repeated applications of a single static projection operator onto the desired target and fixed unitary dynamics. Benchmarks against other control schemes, performed on generic Hamiltonians and on Bose-Hubbard systems, establish the competitiveness of the method. As a concrete application of the control of mesoscopic atomic samples in optical lattices we demonstrate the near deterministic preparation of Schr\"{o}dinger cat states of all atoms residing on either the odd or the even sites.

We develop a scheme to prepare a desired state or subspace in high-dimensional Hilbert-spaces using repeated applications of a single static projection operator onto the desired target and fixed unitary dynamics. Benchmarks against other control schemes, performed on generic Hamiltonians and on Bose-Hubbard systems, establish the competitiveness of the method. As a concrete application of the control of mesoscopic atomic samples in optical lattices we demonstrate the near deterministic preparation of Schr\"{o}dinger cat states of all atoms residing on either the odd or the even sites.

Earthquake Engineering & Structural Dynamics 2002: Volume 31 , Issue CONTENTS. Digitized from IA1532427-07 . Previous issue: sim_earthquake-engineering-structural-dynamics_2001-12_30_12 . Next issue: sim_earthquake-engineering-structural-dynamics_2002-01_31_1 .

Book digitized by Google from the library of the University of Michigan and uploaded to the Internet Archive by user tpb.

Book digitized by Google from the library of University of Wisconsin - Madison and uploaded to the Internet Archive by user tpb.

1 zv. (loč. pag.) : 28 cm

Includes answers

Earthquake Engineering & Structural Dynamics 1996: Volume 25 , Issue CONTENTS. Digitized from IA1532427-07 . Previous issue: sim_earthquake-engineering-structural-dynamics_1995-12_24_12 . Next issue: sim_earthquake-engineering-structural-dynamics_1996-01_25_1 .

Lectures from the National Programme on Technology Enhanced Learning - Mechanical Engineering - Computational Fluid Dynamics

Measures of wealth and production have been found to scale superlinearly with the population of a city. Therefore, it makes economic sense for humans to congregate together in dense settlements. A recent model of population dynamics showed that population growth can become superexponential due to the superlinear scaling of production with population in a city. Here, we generalize this population dynamics model and demonstrate the existence of multiple stable equilibrium points, showing how population growth can be stymied by a poor economic environment. This occurs when the goods and services produced by the city become less profitable due to a lack of diversification in the city's economy. Then, relying on critical slowing down signals related to the stability of an equilibrium point, we present an algorithm for engineering regime shifts such that a city at a stable equilibrium point may continue to grow again. The generality of the model and the algorithm used here implies that the model and algorithm need not be restricted to urban systems; they are easily applicable to other types of systems where the assumptions used are valid.

It has been shown that optimal controller synthesis for positive systems can be formulated as a linear program. Leveraging these results, we propose a scalable iterative algorithm for the systematic design of sparse, small gain feedback strategies that stabilize the evolutionary dynamics of a generic disease model. We achieve the desired feedback structure by augmenting the optimization problems with l1 and l2 regularization terms, and illustrate our method on an example inspired by an experimental study aimed at finding appropriate HIV neutralizing antibody therapy combinations in the presence of escape mutants.

Communication is the vital exchange of information between people, groups, or places through words or mediums that help understanding. It is essential in various aspects of life, especially in professional interactions. Communication dynamics show various aspects of a workplace depending on its communication culture, challenges, and flow of communication in the company. The researchers aim to examine how communication dynamics influence employee engagement, the role of communication culture in shaping organizational behaviour, and the flow of communication through different hierarchical levels. The study employed a qualitative approach to investigate communication dynamics within an engineering company. Through in-depth interviews with seven employees representing various roles, data was collected using a structured questionnaire. Moreover, utilizing the thematic analysis to identify the data's recurring themes provides insight into organizational communication dynamics. Noticeably, there is an exchange of information and ideas, with its circular nature, signifying the dynamic interaction where feedback and mutuality are prevalent. This study aims to ascertain the prevailing communication model within an engineering company by analyzing the gathered data meticulously and interpreting its implications. Thus, the engineering company understudy has adopted the Osgood-Schramm model, a model proposed by Charles E. Osgood and Wilbur Schramm in 1954. Lastly, this study aspires to provide recommendations for improving communication dynamics within the company. Hence, this research underscored the importance of prioritizing face-to-face communication and bolstering leadership skills among project supervisors. Moreover, implementing these strategies is crucial for ensuring both project success and organizational effectiveness.

Communication is the vital exchange of information between people, groups, or places through words or mediums that help understanding. It is essential in various aspects of life, especially in professional interactions. Communication dynamics show various aspects of a workplace depending on its communication culture, challenges, and flow of communication in the company. The researchers aim to examine how communication dynamics influence employee engagement, the role of communication culture in shaping organizational behaviour, and the flow of communication through different hierarchical levels. The study employed a qualitative approach to investigate communication dynamics within an engineering company. Through in-depth interviews with seven employees representing various roles, data was collected using a structured questionnaire. Moreover, utilizing the thematic analysis to identify the data's recurring themes provides insight into organizational communication dynamics. Noticeably, there is an exchange of information and ideas, with its circular nature, signifying the dynamic interaction where feedback and mutuality are prevalent. This study aims to ascertain the prevailing communication model within an engineering company by analyzing the gathered data meticulously and interpreting its implications. Thus, the engineering company understudy has adopted the Osgood-Schramm model, a model proposed by Charles E. Osgood and Wilbur Schramm in 1954. Lastly, this study aspires to provide recommendations for improving communication dynamics within the company. Hence, this research underscored the importance of prioritizing face-to-face communication and bolstering leadership skills among project supervisors. Moreover, implementing these strategies is crucial for ensuring both project success and organizational effectiveness.

Communication is the vital exchange of information between people, groups, or places through words or mediums that help understanding. It is essential in various aspects of life, especially in professional interactions. Communication dynamics show various aspects of a workplace depending on its communication culture, challenges, and flow of communication in the company. The researchers aim to examine how communication dynamics influence employee engagement, the role of communication culture in shaping organizational behaviour, and the flow of communication through different hierarchical levels. The study employed a qualitative approach to investigate communication dynamics within an engineering company. Through in-depth interviews with seven employees representing various roles, data was collected using a structured questionnaire. Moreover, utilizing the thematic analysis to identify the data's recurring themes provides insight into organizational communication dynamics. Noticeably, there is an exchange of information and ideas, with its circular nature, signifying the dynamic interaction where feedback and mutuality are prevalent. This study aims to ascertain the prevailing communication model within an engineering company by analyzing the gathered data meticulously and interpreting its implications. Thus, the engineering company understudy has adopted the Osgood-Schramm model, a model proposed by Charles E. Osgood and Wilbur Schramm in 1954. Lastly, this study aspires to provide recommendations for improving communication dynamics within the company. Hence, this research underscored the importance of prioritizing face-to-face communication and bolstering leadership skills among project supervisors. Moreover, implementing these strategies is crucial for ensuring both project success and organizational effectiveness.

This study explores communication dynamics within an engineering institution, specifically through understanding the relevant aspects such as organizational culture, communication flow, models, and communication practices. Qualitative interviews with employees holding different positions were conducted to investigate and understand these aspects, which allowed the participants to elaborate on their experiences and perspectives on the organization’s communication dynamics. The study utilized thematic analysis to examine the qualitative information obtained from the interviews. The findings highlight the influence of shared values, such as equality and respect, on organizational communication. Results also reveal a downward flow of information following the hierarchical structure, with some difficulties communicating through phone calls. Cultural diversity within the workplace also emerged as a barrier, although employees emphasized the importance of open-mindedness. The analysis suggests the prevalence of Berlo's SMCR model due to the linear flow of information with some feedback. Further research could explore the effectiveness of specific communication interventions and strategies in addressing the identified challenges. Overall, this study provides valuable insights into communication dynamics within an engineering organization. It also recommends some strategies for effective communication, which can enhance communication channels, improve employee relationships, and ultimately contribute to the organization's success.

This study explores communication dynamics within an engineering institution, specifically through understanding the relevant aspects such as organizational culture, communication flow, models, and communication practices. Qualitative interviews with employees holding different positions were conducted to investigate and understand these aspects, which allowed the participants to elaborate on their experiences and perspectives on the organization’s communication dynamics. The study utilized thematic analysis to examine the qualitative information obtained from the interviews. The findings highlight the influence of shared values, such as equality and respect, on organizational communication. Results also reveal a downward flow of information following the hierarchical structure, with some difficulties communicating through phone calls. Cultural diversity within the workplace also emerged as a barrier, although employees emphasized the importance of open-mindedness. The analysis suggests the prevalence of Berlo's SMCR model due to the linear flow of information with some feedback. Further research could explore the effectiveness of specific communication interventions and strategies in addressing the identified challenges. Overall, this study provides valuable insights into communication dynamics within an engineering organization. It also recommends some strategies for effective communication, which can enhance communication channels, improve employee relationships, and ultimately contribute to the organization's success.

Earthquake Engineering & Structural Dynamics 1988: Volume 16-17 , Issue Contents. Digitized from IA1532427-06 . Previous issue: sim_earthquake-engineering-structural-dynamics_1987-11_15_8 . Next issue: sim_earthquake-engineering-structural-dynamics_1988-01_16_1 .

Earthquake Engineering & Structural Dynamics is an active peer-reviewed academic journal covering all aspects of engineering related to earthquakes and other types of dynamic loading. It was established in 1972 and is published 15 times a year by John Wiley & Sons Ltd. The journal focuses on the analysis, design, and response of structures subjected to earthquakes and other dynamic loads, aiming to advance the field of earthquake engineering and structural dynamics by providing a platform for researchers, engineers, and scientists to publish their original research findings, methodologies, and practical applications. The scope of the journal encompasses a wide range of topics related to earthquake engineering and structural dynamics, including seismic analysis, structural response, vibration control, structural health monitoring, and soil-structure interaction. It covers both theoretical and applied research, including experimental studies, numerical simulations, and field investigations. The journal publishes original research articles, technical notes, and review papers that contribute to the understanding of the behaviour and performance of structures under dynamic loads. The Internet Archive Collection contains microfilm published between 1972 and 2005 Earthquake Engineering & Structural Dynamics can be found online at: onlinelibrary.wiley.com/journal/10969845 The ISSN is: 0098-8847

Earthquake Engineering & Structural Dynamics is an active peer-reviewed academic journal covering all aspects of engineering related to earthquakes and other types of dynamic loading. It was established in 1972 and is published 15 times a year by John Wiley & Sons Ltd. The journal focuses on the analysis, design, and response of structures subjected to earthquakes and other dynamic loads, aiming to advance the field of earthquake engineering and structural dynamics by providing a platform for researchers, engineers, and scientists to publish their original research findings, methodologies, and practical applications. The scope of the journal encompasses a wide range of topics related to earthquake engineering and structural dynamics, including seismic analysis, structural response, vibration control, structural health monitoring, and soil-structure interaction. It covers both theoretical and applied research, including experimental studies, numerical simulations, and field investigations. The journal publishes original research articles, technical notes, and review papers that contribute to the understanding of the behaviour and performance of structures under dynamic loads. The Internet Archive Collection contains microfilm published between 1972 and 2005 Earthquake Engineering & Structural Dynamics can be found online at: onlinelibrary.wiley.com/journal/10969845 The ISSN is: 0098-8847

Earthquake Engineering & Structural Dynamics is an active peer-reviewed academic journal covering all aspects of engineering related to earthquakes and other types of dynamic loading. It was established in 1972 and is published 15 times a year by John Wiley & Sons Ltd. The journal focuses on the analysis, design, and response of structures subjected to earthquakes and other dynamic loads, aiming to advance the field of earthquake engineering and structural dynamics by providing a platform for researchers, engineers, and scientists to publish their original research findings, methodologies, and practical applications. The scope of the journal encompasses a wide range of topics related to earthquake engineering and structural dynamics, including seismic analysis, structural response, vibration control, structural health monitoring, and soil-structure interaction. It covers both theoretical and applied research, including experimental studies, numerical simulations, and field investigations. The journal publishes original research articles, technical notes, and review papers that contribute to the understanding of the behaviour and performance of structures under dynamic loads. The Internet Archive Collection contains microfilm published between 1972 and 2005 Earthquake Engineering & Structural Dynamics can be found online at: onlinelibrary.wiley.com/journal/10969845 The ISSN is: 0098-8847

Earthquake Engineering & Structural Dynamics is an active peer-reviewed academic journal covering all aspects of engineering related to earthquakes and other types of dynamic loading. It was established in 1972 and is published 15 times a year by John Wiley & Sons Ltd. The journal focuses on the analysis, design, and response of structures subjected to earthquakes and other dynamic loads, aiming to advance the field of earthquake engineering and structural dynamics by providing a platform for researchers, engineers, and scientists to publish their original research findings, methodologies, and practical applications. The scope of the journal encompasses a wide range of topics related to earthquake engineering and structural dynamics, including seismic analysis, structural response, vibration control, structural health monitoring, and soil-structure interaction. It covers both theoretical and applied research, including experimental studies, numerical simulations, and field investigations. The journal publishes original research articles, technical notes, and review papers that contribute to the understanding of the behaviour and performance of structures under dynamic loads. The Internet Archive Collection contains microfilm published between 1972 and 2005 Earthquake Engineering & Structural Dynamics can be found online at: onlinelibrary.wiley.com/journal/10969845 The ISSN is: 0098-8847

Earthquake Engineering & Structural Dynamics is an active peer-reviewed academic journal covering all aspects of engineering related to earthquakes and other types of dynamic loading. It was established in 1972 and is published 15 times a year by John Wiley & Sons Ltd. The journal focuses on the analysis, design, and response of structures subjected to earthquakes and other dynamic loads, aiming to advance the field of earthquake engineering and structural dynamics by providing a platform for researchers, engineers, and scientists to publish their original research findings, methodologies, and practical applications. The scope of the journal encompasses a wide range of topics related to earthquake engineering and structural dynamics, including seismic analysis, structural response, vibration control, structural health monitoring, and soil-structure interaction. It covers both theoretical and applied research, including experimental studies, numerical simulations, and field investigations. The journal publishes original research articles, technical notes, and review papers that contribute to the understanding of the behaviour and performance of structures under dynamic loads. The Internet Archive Collection contains microfilm published between 1972 and 2005 Earthquake Engineering & Structural Dynamics can be found online at: onlinelibrary.wiley.com/journal/10969845 The ISSN is: 0098-8847

Earthquake Engineering & Structural Dynamics is an active peer-reviewed academic journal covering all aspects of engineering related to earthquakes and other types of dynamic loading. It was established in 1972 and is published 15 times a year by John Wiley & Sons Ltd. The journal focuses on the analysis, design, and response of structures subjected to earthquakes and other dynamic loads, aiming to advance the field of earthquake engineering and structural dynamics by providing a platform for researchers, engineers, and scientists to publish their original research findings, methodologies, and practical applications. The scope of the journal encompasses a wide range of topics related to earthquake engineering and structural dynamics, including seismic analysis, structural response, vibration control, structural health monitoring, and soil-structure interaction. It covers both theoretical and applied research, including experimental studies, numerical simulations, and field investigations. The journal publishes original research articles, technical notes, and review papers that contribute to the understanding of the behaviour and performance of structures under dynamic loads. The Internet Archive Collection contains microfilm published between 1972 and 2005 Earthquake Engineering & Structural Dynamics can be found online at: onlinelibrary.wiley.com/journal/10969845 The ISSN is: 0098-8847

Earthquake Engineering & Structural Dynamics is an active peer-reviewed academic journal covering all aspects of engineering related to earthquakes and other types of dynamic loading. It was established in 1972 and is published 15 times a year by John Wiley & Sons Ltd. The journal focuses on the analysis, design, and response of structures subjected to earthquakes and other dynamic loads, aiming to advance the field of earthquake engineering and structural dynamics by providing a platform for researchers, engineers, and scientists to publish their original research findings, methodologies, and practical applications. The scope of the journal encompasses a wide range of topics related to earthquake engineering and structural dynamics, including seismic analysis, structural response, vibration control, structural health monitoring, and soil-structure interaction. It covers both theoretical and applied research, including experimental studies, numerical simulations, and field investigations. The journal publishes original research articles, technical notes, and review papers that contribute to the understanding of the behaviour and performance of structures under dynamic loads. The Internet Archive Collection contains microfilm published between 1972 and 2005 Earthquake Engineering & Structural Dynamics can be found online at: onlinelibrary.wiley.com/journal/10969845 The ISSN is: 0098-8847

Earthquake Engineering & Structural Dynamics is an active peer-reviewed academic journal covering all aspects of engineering related to earthquakes and other types of dynamic loading. It was established in 1972 and is published 15 times a year by John Wiley & Sons Ltd. The journal focuses on the analysis, design, and response of structures subjected to earthquakes and other dynamic loads, aiming to advance the field of earthquake engineering and structural dynamics by providing a platform for researchers, engineers, and scientists to publish their original research findings, methodologies, and practical applications. The scope of the journal encompasses a wide range of topics related to earthquake engineering and structural dynamics, including seismic analysis, structural response, vibration control, structural health monitoring, and soil-structure interaction. It covers both theoretical and applied research, including experimental studies, numerical simulations, and field investigations. The journal publishes original research articles, technical notes, and review papers that contribute to the understanding of the behaviour and performance of structures under dynamic loads. The Internet Archive Collection contains microfilm published between 1972 and 2005 Earthquake Engineering & Structural Dynamics can be found online at: onlinelibrary.wiley.com/journal/10969845 The ISSN is: 0098-8847

xv, 834 p. : 23 cm

xv, 834 p. : 23 cm

xv, 834 p. : 23 cm

xv, 834 p. : 23 cm

xv, 834 p. : 23 cm

xv, 834 p. : 23 cm

Earthquake Engineering & Structural Dynamics 1983: Volume 11 , Issue Contents. Digitized from IA1532427-06 . Previous issue: sim_earthquake-engineering-structural-dynamics_november-december-1982_10_6 . Next issue: sim_earthquake-engineering-structural-dynamics_january-february-1983_11_1 .

Earthquake Engineering & Structural Dynamics 1989: Volume 18 , Issue Contents. Digitized from IA1532427-06 . Previous issue: sim_earthquake-engineering-structural-dynamics_1988-11_16_8 . Next issue: sim_earthquake-engineering-structural-dynamics_1989-01_18_1 .

pages

pages

pages

We present a general theory for using an optically pumped diamond nitrogen-vacancy center as a tunable, non-equilibrium bath to control a variety of nuclear spin dynamics (such as dephasing, relaxation, squeezing, polarization, etc.) and the nuclear spin noise. It opens a new avenue towards engineering the dissipative and collective nuclear spin evolution and solves an open problem brought up by the $^{13}$C nuclear spin noise suppression experiment [E. Togan \textit{et al}., Nature 478, 497 (2011)].

Earthquake Engineering & Structural Dynamics 1987: Volume 15 , Issue Contents. Digitized from IA1532427-06 . Previous issue: sim_earthquake-engineering-structural-dynamics_november-december-1986_14_6 . Next issue: sim_earthquake-engineering-structural-dynamics_1987-01_15_1 .

Earthquake Engineering & Structural Dynamics 1987: Volume 15 , Issue Contents. Digitized from IA1532427-06 . Previous issue: sim_earthquake-engineering-structural-dynamics_november-december-1986_14_6 . Next issue: sim_earthquake-engineering-structural-dynamics_1987-01_15_1 .

Earthquake Engineering & Structural Dynamics 1987: Volume 15 , Issue Contents. Digitized from IA1532427-06 . Previous issue: sim_earthquake-engineering-structural-dynamics_november-december-1986_14_6 . Next issue: sim_earthquake-engineering-structural-dynamics_1987-01_15_1 .

This paper is in the public domain in USA. Metadata comes from the CrossRef API, see full record in the source URL below.

Earthquake Engineering & Structural Dynamics 1972 - 1975: Volume 1-3 , Issue Index. Digitized from IA1532427-06 . Next issue: sim_earthquake-engineering-structural-dynamics_july-september-1972_1_1 .

Earthquake Engineering & Structural Dynamics 1972 - 1975: Volume 1-3 , Issue Index. Digitized from IA1532427-06 . Next issue: sim_earthquake-engineering-structural-dynamics_july-september-1972_1_1 .