MindGenius is a business productivity tool with an intuitive mind mapping functionality at its core, designed for users eager to increase personal, team and organisational effectiveness.
Integrating with Microsoft Office, Outlook and Project, MindGenius enhances and complements the productivity tools that you use every day.
Individual Effectiveness
MindGenius is the tool you use to organise your work, projects and ideas. It is the application of choice for professionals when they need to gain clarity, think something through, gather ideas, scope a project or bring a complex subject into focus.
Like other mind mapping tools, MindGenius is perfect for visualising interconnected ideas and topics. But it goes much further via integration with the other productivity and project management tools that you use every day, and also via the rich analysis capability that allows you to reorganise and represent the information in multiple ways.
Organise information and scope projects
Stay focused and move faster during the creative process
Build and display competence and confidence, for example in presenting or sharing complex information with colleagues or customers
Improve your speed, productivity and performance at work
Team Effectiveness
As with individual productivity, MindGenius channels the energies of a team of colleagues and drives focus, collaboration, understanding, efficiency and effectiveness.
MindGenius lets you hold better, faster meetings because the information you discuss will become structured and understood more rapidly. Teams need to scope projects, brainstorm ideas, and structure, share and present information: mind mapping is the ideal productivity method for such activities and MindGenius is the best application for a business environment because it integrates with Microsoft Office, Outlook and Project.
Teams that use MindGenius move quickly, innovate, create and succeed.
Effective Organisations
MindGenius is an enterprise grade software product with cloud capabilities, advanced interoperability with Microsoft Office, Outlook and Project, an intuitive Microsoft user experience, advanced analytical, reporting and project management capabilities, and a variety of unique features designed with the business user in mind.
MindGenius makes organisations more productive because it delivers improved working processes, interoperability and communications benefits. Some of these benefits include:
Elimination of bottlenecks in work, communications and projects
Improved collaboration and task management within teams
Better communications between teams and organisations
Private Note:
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Simplicity and Confidence in Seismic Design (Mallet-Milne Lecture 4th)
Author(s)/Editor(s): T. Paulay | Size: 80 MB | Format:PDF | Quality:Scanner | Publisher: John Wiley & Sons | Year: 1994 | pages: 68 | ISBN: 978-0471943105
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1) "The effect of surface heave on the response of partially embedded pipelines on clay", Merifield R., White D.J., Randolph M.F.
ASCE Journal of Geotechnical and Geoenvironmental Engineering 135(6), pg.819-829, 2009
2) "The relation between the shear strength of sands in triaxial compression, plane strain and direct shear", Rowe P.W.
Géotechnique 19(1), pg.75-86, 1967
The code shall apply to the welding of:
1. Reinforcing steel to reinforcing steel, and
2. Reinforcing steel to carbon or low-alloy structural steel.
Code:
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Author(s)/Editor(s): Ministerio de Desarrollo Urbano y Vivienda (MIDUVI) | Size: 4,87 MB | Format:PDF | Quality:Unspecified | Publisher: Ministerio de Desarrollo Urbano y Vivienda (MIDUVI) | Year: 2014
NEC - SE - CG code (Minimum loads):
The NECSE-CG provides a general framework for structural designer. Loads to be considered in the calculation and design of all types of structures are:
• permanent loads (minimum dead loads in particular).
• variable loads (live loads, wind and hail).
They will be complemented by accidental loads are seismic loads (in new construction and rehabilitation), subject to the NEC-SE-DS and NEC-SE-RE standards. Shall not be taken into account:
• temporary loads due to the construction process,
• dynamic wind loads,
• loads or accelerations due to moving vehicles, explosion, sinking foundations and others due to natural phenomena.
NEC - SE - MP code (Masonry):
This chapter presents criteria and minimum requirements for the design and construction of structures of unreinforced masonry, reinforced masonry and confined masonry, up to 4 floors. The requirements of this chapter are aimed at achieving an appropriate behavior of structural masonry buildings in low load conditions defined in the NEC-GCSE. Structures able to withstand all expected internal stresses (compression, tension, bending, torsion, etc. and combinations thereof), to deform and move permissible way to design.
Units: units will be used S.I. according to ISO 1000 Standard.
NEC - SE - HM code (Structural concrete):
The structural elements of reinforced concrete must comply with the latest specifications of the ACI-318 code. The seismic design will be in accordance with the NEC-SE-DS standard, indicating except Chapter 21 of ACI-318 code (Earthquake Resistant Structures). The provisions of this chapter apply to the design of buildings where seismic loads resistant system consists of:
• special frames,
• reinforced concrete structural walls.
This NEC-SE-HM is for reinforced concrete. For other types of concrete, not specified in this standard, it should refer to the following chapters of the ACI 318:
• Chapter 16 (Precast concrete)
• Chapter 18 (Prestressed Concrete)
• Chapter 22 (Single structural concrete)
International system of units (SI) according to the ISO 1000 standard are used.
NEC - SE - AC code (Structural steel):
These provisions consider that steel structures will be designed, manufactured and assembled using hot rolled profiles or armed assembled by means of welded plates.
These provisions shall apply where the reduction coefficient of seismic response R, specified in the NEC-SE-DS of these standards is greater than 3. The structural steel systems designed to higher-R 3 is expected to dissipate energy from movements design ground through inelastic deformations of the structure. For those cases where the rate of reduction of seismic response, R, is equal to or less than 3, no need to meet the requirements in these provisions, except for special systems of columns projecting where it must meet the requirements included in these systems.
The provisions in this chapter are based on the provisions presented in the ANSI / AISC 341-05 documents, ANSI / AISC 341-10 (Seismic Provisions for Structural Steel Buildings), 358-05 (prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications) and FEMA 350 Recommended Seismic Design Criteria for New Steel Moment Frame Buildings). These documents reflect the most current relative to the seismic performance of structural steel buildings in the United States knowledge.
Specifications and codes referenced in these provisions shall be those listed in Section A2 of the ANSI / AISC 360-10.
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Author(s)/Editor(s): American Welding Society (AWS) D1 Committee on Structural Welding | Size: 7,32 MB | Format:PDF | Quality:Unspecified | Publisher: American Welding Society. | Year: 2015 | pages: 646 | ISBN: 978-0-87171-864-8
This code contains the requirements for fabricating and erecting welded steel structures. When this code is stipulated in contract documents, conformance with all provisions of the code shall be required, except for those provisions that the Engineer (see 1.4.1) or contract documents specifically modifies or exempts.
The code was specifically developed for welded steel structures that utilize carbon or low alloy steels that are 1/8 in [3 mm] or thicker with a minimum specified yield strength of 100 ksi [690 MPa] or less. The code may be suitable to govern structural fabrications outside the scope of the intended purpose. However, the Engineer should evaluate such suitability, and based upon such evaluations, incorporate into contract documents any necessary changes to code requirements to address the specific requirements of the application that is outside the scope of the code. The Structural Welding Committee encourages the Engineer to consider the applicability of other AWS D1 codes for applications involving aluminum (AWS D1.2), sheet steel equal to or less than 3/16 in [5 mm] thick (AWS D1.3), reinforcing steel (AWS D1.4), and stainless steel (AWS D1.6), strengthening and repair of existing structures (AWS D1.7), seismic supplement (AWS D1.8), and titanium (AWS D1.9). The AASHTO/AWS D1.5 Bridge Welding Code was specifically developed for welding highway bridge components and is recommended for those applications.
Code:
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Seismic Behaviour and Design of Irregular and Complex Civil Structures II
Author(s)/Editor(s): Zbigniew Zembaty, Mario De Stefano | Size: 14 MB | Format:PDF | Quality:Original preprint | Publisher: Springer International Publishing | Year: 2016 | pages: 362 | ISBN: 3319142453
Irregular engineering structures are subjected to complicated additional loads which are often beyond conventional design models developed for traditional, simplified plane models. This book covers detailed research and recent progress in seismic engineering dealing with seismic behaviour of irregular and set-back engineering structures. Experimental results as well as special topics of modern design are discussed in detail. In addition, recent progress in seismology, wave propagation and seismic engineering, which provides novel, modern modelling of complex seismic loads, is reported. Particular emphasis is placed on the newly developed rotational, seismic ground-motion effects.
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