مقاله درباره Organizational Behavior Management (OBM) Network

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تعداد صفحات: 11

Organizational Behavior Management (OBM) Network

Organizational Behavior Management (OBM) Network

The Organizational Behavior Management (OBM) Network exists to support the growth and vitality of Organizational Behavior Management. This site contains articles and information on the science of applying behavior analysis to business to improve organizational performance and safety.

What is Organizational Behavior Management (OBM)?

Organizational Behavior Management practices help organizations to get the results they want.

Organizational Behavior Management practices produce significant and measurable outcomes.

Organizational Behavior Management comprises a research base of methods and applications with proven effectivenesss in the areas of work motivation, supervisory effectiveness, leadership and executive coaching, injury reduction, quality improvement, change management, incentive and reward systems, reinforcement and feedback systems, performance management, and behavior-based safety.

Organizational Behavior Management has demonstrated performance improvements of more than 100% and savings of millions of dollars in many industries, including: Chemical and petro-chemical, financial, human services, manufacturing, paper, transportation, utilities, and many others!

Organizational Behavior Management is the only scientific approach to improving performance by applying the concepts and principles of applied behavior analysis. Behavior analysis is the psychology aimed at how environmental variables affect behavior. Applying the science of behavior analysis is the only sure way to fully understand behavior at both the organizational and individual levels.

Some of our featured free articles:

A Systems Critique of Gilbert’s PIP’s

In Human Competence: Engineering Worthy Performance, Gilbert describes a seven step ‘performance audit’. Accomplishments and requirements are identified and then exemplar and typical performances are determined. An index of Potential for Improvement Performance (PIP) is computed and then the value or ‘stakes’ of the improvement potential is assessed. Gilbert summarizes this process by stating, “Remember, our only reason for measuring is to discover our opportunities for performance engineering.”

 O Efeito do Observador

Na primeira edição de Values-based Safety Process, o autor Terry Mcsween escreveu "ninguém conduziu até agora uma pesquisa definitiva sobre os efeitos de empregados conduzindo observações nos seus próprios locais de trabalho" (p. 24). Nós achamos essa afirmação interessante e merecedora de uma investigação mais detalhada. Ao discutir esta questão com outros pesquisadores e praticantes da área, decidimos que existia interesse geral suficiente para que pesquisas adicionais sobre o processo de observação fossem realizadas. Muitos praticantes que foram questionados achavam que era evidente que empregados que conduziam observações a respeito da segurança de seus colegas trabalhavam de maneira mais segura como resultado de tais observações. No entanto, essa afirmação não havia sido cientificamente comprovada. Feedback e processos de observação são componentes críticos do gerenciamento de segurança comportamental (behavior-based safety, BBS), mas, curiosamente, existem vários estudos sobre os efeitos de feedback, enquanto estudos sobre os efeito da observação

مقاله Strength and behavior of high Strength concret Lead Bearing Walls

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Strength and Behaviour of High Strength Concrete Load Bearing Walls

The investigation of high strength concrete walls is relatively new around the world. Previous studies have focused on the behaviour and strength of normal strength concrete walls and as such current methods are not intended for high strength concrete. Also these methods do not recognise the increased strength acquired from walls supported on four sides. Therefore an extensive research program is required.

To date, preliminary research has been undertaken on high strength wall panels from which it was deduced that current code methods predicting axial strength of walls are not applicable. Modified methods are required for walls made of high strength concrete and walls incorporating with side restraints. In this research the high strength concrete walls with various support conditions are being examined. The walls have moderate slenderness ratios (height to thickness ratio less than 40), which occur regularly in practice.

The project has been supported by three internal university grants that have been utilised to set up the important testing rig (see Fig. 3 - Large Scale test-rig Facility), acquire the necessary testing equipment and deploy research staff. The extensive experimental program is in progress with results and recommendations being published in journal publication and conference proceedings.

Shear behaviour of high strength concrete beams with polymer fibres

The use of steel fibres in both normal and high strength concrete beams has been researched extensively for the past few decades. Another fibre type that is slowly gaining acceptance in the concrete industry is the polypropylene fibre. This fibre obviously has different properties than the steel fibre but has the distinct advantage of being lighter. Research on concrete beams with polypropylene fibres is almost non-existent and it is the aim here to investigate their impact further. In particular the effect of

Strength and Behaviour of High Strength Concrete Load Bearing Walls

The investigation of high strength concrete walls is relatively new around the world. Previous studies have focused on the behaviour and strength of normal strength concrete walls and as such current methods are not intended for high strength concrete. Also these methods do not recognise the increased strength acquired from walls supported on four sides. Therefore an extensive research program is required.

To date, preliminary research has been undertaken on high strength wall panels from which it was deduced that current code methods predicting axial strength of walls are not applicable. Modified methods are required for walls made of high strength concrete and walls incorporating with side restraints. In this research the high strength concrete walls with various support conditions are being examined. The walls have moderate slenderness ratios (height to thickness ratio less than 40), which occur regularly in practice.

The project has been supported by three internal university grants that have been utilised to set up the important testing rig (see Fig. 3 - Large Scale test-rig Facility), acquire the necessary testing equipment and deploy research staff. The extensive experimental program is in progress with results and recommendations being published in journal publication and conference proceedings.

Shear behaviour of high strength concrete beams with polymer fibres

The use of steel fibres in both normal and high strength concrete beams has been researched extensively for the past few decades. Another fibre type that is slowly gaining acceptance in the concrete industry is the polypropylene fibre. This fibre obviously has different properties than the steel fibre but has the distinct advantage of being lighter. Research on concrete beams with polypropylene fibres is almost non-existent and it is the aim here to investigate their impact further. In particular the effect of

Strength and Behaviour of High Strength Concrete Load Bearing Walls

The investigation of high strength concrete walls is relatively new around the world. Previous studies have focused on the behaviour and strength of normal strength concrete walls and as such current methods are not intended for high strength concrete. Also these methods do not recognise the increased strength acquired from walls supported on four sides. Therefore an extensive research program is required.

To date, preliminary research has been undertaken on high strength wall panels from which it was deduced that current code methods predicting axial strength of walls are not applicable. Modified methods are required for walls made of high strength concrete and walls incorporating with side restraints. In this research the high strength concrete walls with various support conditions are being examined. The walls have moderate slenderness ratios (height to thickness ratio less than 40), which occur regularly in practice.

The project has been supported by three internal university grants that have been utilised to set up the important testing rig (see Fig. 3 - Large Scale test-rig Facility), acquire the necessary testing equipment and deploy research staff. The extensive experimental program is in progress with results and recommendations being published in journal publication and conference proceedings.

Shear behaviour of high strength concrete beams with polymer fibres

The use of steel fibres in both normal and high strength concrete beams has been researched extensively for the past few decades. Another fibre type that is slowly gaining acceptance in the concrete industry is the polypropylene fibre. This fibre obviously has different properties than the steel fibre but has the distinct advantage of being lighter. Research on concrete beams with polypropylene fibres is almost non-existent and it is the aim here to investigate their impact further. In particular the effect of

کتاب لاتین Dynamic Behavior of Concrete and Seismic Engineering (رفتار دینامیکی بتن و مهندسی زلزله)

اختصاصی از هایدی کتاب لاتین Dynamic Behavior of Concrete and Seismic Engineering (رفتار دینامیکی بتن و مهندسی زلزله) دانلود با لینک مستقیم و پر سرعت .

این فایل حاوی کتاب لاتین رفتار دینامیکی بتن و مهندسی زلزله (Dynamic Behavior of Concrete and Seismic Engineering) می باشد که به صورت فرمت PDF در اختیار شما عزیزان قرار گرفته است، در صورت تمایل می توانید این محصول را از فروشگاه خریداری و دانلود نمایید.

- عنوان:                       Dynamic Behavior of Concrete and Seismic Engineering 
- نویسنده:                    Jacky Mazars, Alain Millard
- سال انتشار:               2004
- تعداد صفحات:             395
- زبان:                          انگلیسی
- فرمت فایل:                 PDF

کتاب لاتین Behavior of Pipe Piles in Sand ( رفتار تیرچه بلوک در شن و ماسه)

اختصاصی از هایدی کتاب لاتین Behavior of Pipe Piles in Sand ( رفتار تیرچه بلوک در شن و ماسه) دانلود با لینک مستقیم و پر سرعت .

این فایل حاوی مجله لاتین رفتار تیرچه بلوک در شن و ماسه (Behavior of Pipe Piles in Sand) می باشد که به صورت فرمت PDF در اختیار شما عزیزان قرار گرفته است، در صورت تمایل می توانید این محصول را از فروشگاه خریداری و دانلود نمایید.

- عنوان:                       Behavior of Pipe Piles in Sand 
- نویسنده:                    Magued Iskander
- سال انتشار:               2010
- تعداد صفحات:             284
- زبان:                          انگلیسی
- فرمت فایل:                 PDF