Abbas syed mohd (28 risultati)

Condizione: New. pp. xv + 330 Figures, Illus.

Condizione: New. pp. xv + 330 Index.

Condizione: New. pp. xv + 330, Abbreviations Acknowledgements.

Hardcover. Condizione: As New. Condizione sovraccoperta: Fine. First Edition. Uber-scarce in the trade, there being only one additional copy available on-line currently. Fine-looking, structurally sound hardcover, little discernible wear to the pictorial cloth over boards, bright interior, unmarked. Bright and shiny dust jacket, illustrated with cover's reproduction, little worn but a slight crimp to bottom front tip. Volume contains scholarly apparatus in the form of, e.g., notes, index, and bibliography. xv, 2-330 pp.Member, I.O.B.A., C.B.A., and adherent to the highest ethical standards. Additional postage may be required for oversize or especially heavy volumes, and for sets. …

Hardbound. Condizione: As New. New. Contents Acknowledgements. Preface. 1. Organizational conflict Conceptual framework. 2. Conflict management Approaches and modes. 3. Conflict management A historical perspective. 4. Library management and conflict. 5. Managing conflict in libraries Styles and strategies. 6. Conclusions. Bibliography. Documents consulted. Bibliography. List of abbreviations. Author index. Subject index. The study Conflict Management in Libraries is an attempt to understand conflict its genesis and various methods applied by the library professionals in libraries to manage the conflict. The aim of the study is to investigate about the styles of subordinates adopted by the library professionals. Conflict management in libraries is interdisciplinary in nature drawing from the discipline of sociology psychology management organizational behaviour and library and information science. The study will be of help to the library professionals with valuable insights into their conflict management strategies. A good number of studies of conflict management have been conducted on industrial employees managers engineers and executives. But no study in depth is available on library professionals in India. Needless to say the study is aimed to be a pioneering one which draws heavily on earlier such studies undertaken by thinkers in the area of behavioural studies investigates and integrates with the contemporary situations pertaining to management of conflict in library systems. 330 pp.…

Taschenbuch. Condizione: Neu. Behaviour of Rockfill Materials | Based on Nature of Particles | Syed Mohd Abbas | Taschenbuch | 116 S. | Englisch | 2011 | LAP LAMBERT Academic Publishing | EAN 9783844300116 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.…

Condizione: New.

Condizione: New.

Hardback. Condizione: New. Risk-sharing investment is currently the buzz word in Islamic finance. However, there is an incongruence in applying multilayered and opaque Tijarah contracts for investment purposes. This has contributed to the divergence between Shariah and Common Law and caused tremendous problems and systemic legal risks to Islamic finance. The authors of Shariah Investment Agreement introduce a legal tool in the form of a Shariah Investment Agreement carefully drafted to ensure that it is Shariah-compliant and can be applied in Common Law jurisdictions as well, so as to allow for the execution of risk-sharing investment in Islamic finance. It details the building blocks and key considerations that must be noted when drafting such agreements so the investor and investee will know what to expect when entering into such a contract. Proper implementation of the Shariah Investment Agreement will pave a clear route to a harmonious convergence between Shariah and Common Law and lead to Islamic finance developing further to become a stronger, unstoppable force in the finance industry.…

Condizione: As New. Unread book in perfect condition.

Taschenbuch. Condizione: Neu. Constitutive Modeling of Rockfill Materials | Based on Index Properties | Syed Mohd Abbas | Taschenbuch | 148 S. | Englisch | 2011 | LAP LAMBERT Academic Publishing | EAN 9783844306439 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. …

Condizione: As New. Unread book in perfect condition.

Paperback. Condizione: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Hardback. Condizione: New. Risk-sharing investment is currently the buzz word in Islamic finance. However, there is an incongruence in applying multilayered and opaque Tijarah contracts for investment purposes. This has contributed to the divergence between Shariah and Common Law and caused tremendous problems and systemic legal risks to Islamic finance. The authors of Shariah Investment Agreement introduce a legal tool in the form of a Shariah Investment Agreement carefully drafted to ensure that it is Shariah-compliant and can be applied in Common Law jurisdictions as well, so as to allow for the execution of risk-sharing investment in Islamic finance. It details the building blocks and key considerations that must be noted when drafting such agreements so the investor and investee will know what to expect when entering into such a contract. Proper implementation of the Shariah Investment Agreement will pave a clear route to a harmonious convergence between Shariah and Common Law and lead to Islamic finance developing further to become a stronger, unstoppable force in the finance industry.…

Paperback. Condizione: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Condizione: Sehr gut. Zustand: Sehr gut | Sprache: Englisch | Produktart: Bücher | Keine Beschreibung verfügbar.

Hardback. Condizione: New. Risk-sharing investment is currently the buzz word in Islamic finance. However, there is an incongruence in applying multilayered and opaque Tijarah contracts for investment purposes. This has contributed to the divergence between Shariah and Common Law and caused tremendous problems and systemic legal risks to Islamic finance. The authors of Shariah Investment Agreement introduce a legal tool in the form of a Shariah Investment Agreement carefully drafted to ensure that it is Shariah-compliant and can be applied in Common Law jurisdictions as well, so as to allow for the execution of risk-sharing investment in Islamic finance. It details the building blocks and key considerations that must be noted when drafting such agreements so the investor and investee will know what to expect when entering into such a contract. Proper implementation of the Shariah Investment Agreement will pave a clear route to a harmonious convergence between Shariah and Common Law and lead to Islamic finance developing further to become a stronger, unstoppable force in the finance industry.…

Hardcover. Condizione: New. Syed Adam Alhabshi, Shook Lin & Bok, Kuala Lumpur Abbas Mirakhor, retired Professor of Economics and Finance, USA et al.|Dr. Syed Adam Alhabshi is a partner at Shook Lin & Bok. He holds a Ph.D i.

Hardback. Condizione: New. Risk-sharing investment is currently the buzz word in Islamic finance. However, there is an incongruence in applying multilayered and opaque Tijarah contracts for investment purposes. This has contributed to the divergence between Shariah and Common Law and caused tremendous problems and systemic legal risks to Islamic finance. The authors of Shariah Investment Agreement introduce a legal tool in the form of a Shariah Investment Agreement carefully drafted to ensure that it is Shariah-compliant and can be applied in Common Law jurisdictions as well, so as to allow for the execution of risk-sharing investment in Islamic finance. It details the building blocks and key considerations that must be noted when drafting such agreements so the investor and investee will know what to expect when entering into such a contract. Proper implementation of the Shariah Investment Agreement will pave a clear route to a harmonious convergence between Shariah and Common Law and lead to Islamic finance developing further to become a stronger, unstoppable force in the finance industry.…

Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -For the present work two types of rockfill materials viz. riverbed (from seven project sites) and quarried (from three project sites) have been considered. These materials have been modeled to three smaller maximum particle sizes (dmax). Drained triaxial tests have been conducted on these modeled materials at four confining pressures. Breakage factors have been determined at the end of each triaxial test. For all the modeled rockfill materials, stress-strain-volume change responses have been plotted and phi-values have been determined. Various index properties viz. unconfined compressive strength (UCS) and uncompacted void content (UVC) of the rockfill materials have also been determined in the laboratory. The UCS represents the strength of the particles and UVC represents grading, size, shape, angularity and surface texture of the particles. The behaviour of the rockfill materials has been explained in terms of these index properties. A method has been proposed to relate the basic characteristics in terms of UCS and UVC of the rockfill materials with the shear strength parameter. 116 pp. Englisch.…

Kartoniert / Broschiert. Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Roy HiranmoyDr Hiranmoy Roy, MA, Ph.D (Economics from Assam University, Assam), Assistant Professor,University of Petroleum and Energy Studies (UPES), Dehradun,India. Dr Anshuman Gupta, MA, Ph.D (Economics from JNU, Delhi), HoD & Ass.…

Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The characteristics of the particles of seven riverbed and three quarried rockfill materials have been determined quantitatively in terms of uncompacted void content and unconfined compressive strength of the rock from which the particles have been derived. Drained triaxial tests have been conducted on three sizes of the modeled rockfill materials of each rockfill material. The constitutive model based on disturbed state concept, which is normally adopted to depict the behaviour of solid materials such as rock/concrete, has been adopted to characterize the behavior of the particulate rockfill materials. The constitutive model has been found satisfactorily to predict the behaviour of the modeled rockfill materials. This model appears to be suited to characterize the behaviour of rockfill materials. A procedure has been presented to determine the material constants of the constitutive model for the prototype size rockfill materials using uncompacted void content and unconfined compressive strength of rock particles. This approach is better than the extrapolation techniques commonly adopted on the basis of the maximum size of the particles of rockfill materials. 148 pp. Englisch.…

Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - For the present work two types of rockfill materials viz. riverbed (from seven project sites) and quarried (from three project sites) have been considered. These materials have been modeled to three smaller maximum particle sizes (dmax). Drained triaxial tests have been conducted on these modeled materials at four confining pressures. Breakage factors have been determined at the end of each triaxial test. For all the modeled rockfill materials, stress-strain-volume change responses have been plotted and phi-values have been determined. Various index properties viz. unconfined compressive strength (UCS) and uncompacted void content (UVC) of the rockfill materials have also been determined in the laboratory. The UCS represents the strength of the particles and UVC represents grading, size, shape, angularity and surface texture of the particles. The behaviour of the rockfill materials has been explained in terms of these index properties. A method has been proposed to relate the basic characteristics in terms of UCS and UVC of the rockfill materials with the shear strength parameter.…

Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Abbas Syed MohdAssociate Profesor, Department of Civil Engineering, Jamia Millia Islamia, New Delhi, India, got his PhD from the IIT Delhi, India in the area of Rockfill Materials, visited number of rockfill dam sites in Northern Ind.…

Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Abbas Syed MohdAssociate Professor, Department of Civil Engineering, Jamia Millia Islamia, New Delhi, India, got his PhD from the IIT Delhi, India in the area of Rockfill Materials, visited number of rockfill dam sites in Northern In.…

Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -For the present work two types of rockfill materials viz. riverbed (from seven project sites) and quarried (from three project sites) have been considered. These materials have been modeled to three smaller maximum particle sizes (dmax). Drained triaxial tests have been conducted on these modeled materials at four confining pressures. Breakage factors have been determined at the end of each triaxial test. For all the modeled rockfill materials, stress-strain-volume change responses have been plotted and phi-values have been determined. Various index properties viz. unconfined compressive strength (UCS) and uncompacted void content (UVC) of the rockfill materials have also been determined in the laboratory. The UCS represents the strength of the particles and UVC represents grading, size, shape, angularity and surface texture of the particles. The behaviour of the rockfill materials has been explained in terms of these index properties. A method has been proposed to relate the basic characteristics in terms of UCS and UVC of the rockfill materials with the shear strength parameter.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 116 pp. Englisch.…

Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The characteristics of the particles of seven riverbed and three quarried rockfill materials have been determined quantitatively in terms of uncompacted void content and unconfined compressive strength of the rock from which the particles have been derived. Drained triaxial tests have been conducted on three sizes of the modeled rockfill materials of each rockfill material. The constitutive model based on disturbed state concept, which is normally adopted to depict the behaviour of solid materials such as rock/concrete, has been adopted to characterize the behavior of the particulate rockfill materials. The constitutive model has been found satisfactorily to predict the behaviour of the modeled rockfill materials. This model appears to be suited to characterize the behaviour of rockfill materials. A procedure has been presented to determine the material constants of the constitutive model for the prototype size rockfill materials using uncompacted void content and unconfined compressive strength of rock particles. This approach is better than the extrapolation techniques commonly adopted on the basis of the maximum size of the particles of rockfill materials.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 148 pp. Englisch.…

Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The characteristics of the particles of seven riverbed and three quarried rockfill materials have been determined quantitatively in terms of uncompacted void content and unconfined compressive strength of the rock from which the particles have been derived. Drained triaxial tests have been conducted on three sizes of the modeled rockfill materials of each rockfill material. The constitutive model based on disturbed state concept, which is normally adopted to depict the behaviour of solid materials such as rock/concrete, has been adopted to characterize the behavior of the particulate rockfill materials. The constitutive model has been found satisfactorily to predict the behaviour of the modeled rockfill materials. This model appears to be suited to characterize the behaviour of rockfill materials. A procedure has been presented to determine the material constants of the constitutive model for the prototype size rockfill materials using uncompacted void content and unconfined compressive strength of rock particles. This approach is better than the extrapolation techniques commonly adopted on the basis of the maximum size of the particles of rockfill materials.…