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Titlebook: Knowledge Management and Learning Organizations; Carolina Machado,J. Paulo Davim Book 2021 Springer Nature Switzerland AG 2021 Knowledge M

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11#
發(fā)表于 2025-3-23 12:35:16 | 只看該作者
Knowledge Codification,tion and ultimately, competitive advantage. It recognizes the need for and importance of codifying knowledge in a variety of ways to allow codified material to move from lower to higher explicit content. We propose that newly articulated knowledge is codified immediately and that informal and formal
12#
發(fā)表于 2025-3-23 14:46:23 | 只看該作者
Knowledge Management: To Share or not to Share!,t existing to improving efficiency and adding value to the business. However, knowledge is also power and its sharing becomes correspondingly difficult as a direct result reflected in the many barriers and walls that require overcoming. Trust, motivation, collaboration are core drivers for a support
13#
發(fā)表于 2025-3-23 20:08:15 | 只看該作者
14#
發(fā)表于 2025-3-24 02:16:28 | 只看該作者
Corporate Memory System: Key for Experienced Based Management,ienced based management of organizations, a well structured corporate memory system is important. For this reason, in this chapter theoretical basis of corporate/organizational memory is presented and based on the previous models of organizational memory, a new model of corporate memory system with
15#
發(fā)表于 2025-3-24 02:25:21 | 只看該作者
16#
發(fā)表于 2025-3-24 07:03:23 | 只看該作者
17#
發(fā)表于 2025-3-24 12:40:22 | 只看該作者
18#
發(fā)表于 2025-3-24 18:11:25 | 只看該作者
Deirdre O’Donovanticle shape and it is strongly dependent on stress path. Repetitive loading leads to characteristic asymptotic conditions (terminal density, and either ratcheting or shakedown). Data and physical analyses suggest a power relationship between void ratio and hydraulic conductivity. The pore-scale orig
19#
發(fā)表于 2025-3-24 20:20:30 | 只看該作者
20#
發(fā)表于 2025-3-25 02:33:12 | 只看該作者
Octávio Lopes,Maria Jo?o Santostaining sand as well as clean sand without fines. The effects of fines on the cyclic resistance of unsaturated Urayasu sand are examined. The effects of overconsolidation, loosely mixed cement stabilisation and unsaturation on the liquefaction resistance of Urayasu sand are then compared and discuss
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