Chapter 52

Building Information Modelling (BIM)

Abstract

Technology to access and control construction information is constantly changing based upon cost or timesaving requirements, and the relevant project information is always required to be accessible and editable on various devices and platforms. For example, even preparing this chapter has involved storing information on The Cloud, interfaced from a smartphone, tablets, various laptops and PCs, all on different platforms, and this is just for controlling text and a few graphical files. The construction industry is moving to digital integrated design team project delivery on platforms such as Trimble Connect (www.connect.trimble.com) or Bentley ProjectWise, with all of the required information (specification, models, point clouds, drawings, reports, etc.) being available at any stage of the contract and beyond. Each project design team can be formed from many different players depending on the actual work requirements and content. For example, a design team could include the client; architect; engineer; MEP (mechanical, electrical and piping); contractors; etc. One of the processes that support these developments is building information modelling (BIM). BIM is not a single 3D application, but a process that streamlines the product model content and delivery.

Keywords

API; Building information modelling; Design web format; Electronic drawing boards; Reference model; Spool sheet

Introduction

Technology to access and control construction information is constantly changing based upon cost or timesaving requirements, and the relevant project information is always required to be accessible and editable on various devices and platforms. For example, even preparing this chapter has involved storing information on The Cloud, interfaced from a smartphone, tablets, various laptops and PCs, all on different platforms, and this is just for controlling text and a few graphical files. The construction industry is moving to digital integrated design team project delivery on platforms such as Trimble Connect (www.connect.trimble.com) or Bentley ProjectWise, with all of the required information (specification, models, point clouds, drawings, reports, etc.) being available at any stage of the contract and beyond. Each project design team can be formed from many different players depending on the actual work requirements and content. For example, a design team could include the client; architect; engineer; MEP (mechanical, electrical and piping); contractors; etc. One of the processes that support these developments is building information modelling (BIM). BIM is not a single 3D application, but a process that streamlines the product model content and delivery.
It is worth concentrating on the ‘Information’ part of B’I’M before addressing the actual BIM process itself. Information always needs to be collected and contained in a physical object or system. From a historical point of view, this could have been on many drawings or nowadays a ‘project library’ could be made available for the reader or viewer. This really is the same with BIM; however, the whole project information is not just available as an online encyclopaedia, but broken down to object-level nuggets of information for ease of reference.
A product model can be built or defined with a 3D or 4D application, where the latter is the 3D information which also encapsulates the relevant time information. This can also include manufacturing information, start and completion dates, maintenance information and even the required special demolition procedures, as the model can support the full life cycle of the building or project. However, the BIM model is not limited to just 4D information, as costing can also be included, which is sometimes referred to as 5D information, or anything else that the user wants to track (nD information) and control.
Sometimes, BIM is thought to be just another service that provides users with instant online access to an ever-increasing stream of constantly evolving, instantly updating digital data. However, if the processes are in place then real project control is possible. Many times it is said that: ‘Nowadays to change a pump physically on a building site is relatively simple. However, changing all of the 3D models, drawings, sketches, specifications etc. is the hard and time-consuming part.’ Adopting the BIM process will revolutionize this, as the information has only to be changed once with authoring the application, after which the rest of the design team members can simply reinsert the new ‘reference model’, with all the latest information, ensuring all the models are up to date.

History of BIM

2D drawing systems have been used since the early 1990s only as ‘electronic drawing boards’, copying and pasting details or ‘blocks’ to reproduce drawings quicker than the older manual processes. However, as far as interoperability was concerned there were no real advantages. Various applications allowed different drawings or blocks to be imported into the working drawing, using some form of ‘XREF’ options, which really was the start of the reference model concept.
General computer-aided design (CAD) tools were used for a while, leading to bespoke solutions which were developed to suit each industry or design team member’s requirement. For example, tools used by architects would require different functionalities from the toolkit required by engineers. Also, a structural engineering application would have different drawing requirements from a mechanical, electrical and piping (MEP) solution. It is interesting to note that in many companies the technicians will produce the drawings, with engineers just resolving typical project sections or sketches.
In the building and construction sector, ‘information modelling’, is normally defined as the computer representation of a building or structure, including all the relevant information required for the manufacture and construction of the modelled elements. The elements or objects are required to be intelligent and should therefore know what they are; how they should behave in different circumstances and know their own properties and valid relationships. A simple example of this would be the reinforcement in a pad foundation. If the foundation size is modified, then the embedded reinforcement should dynamically update and reposition itself accordingly. This is very different from a computer-generated model, which is constructed for purely visualization purposes, where every object is a non-related element.
The structural steelwork industry is normally recognized as the lead sector in 3D modelling solutions, and their developments can be traced back over the last 30 years with applications such as the forerunner of Tekla Structures. This type of applications allowed the 3D steel frame to be modelled and the connection applied by the user-defined macros, which allowed the automatic production of general arrangement drawings, fabrication details and then, after a few more years, the development of links to CNC (computer numerically controlled) machines, for cutting and drilling of steel profiles and fittings.
Once the 3D modelling technology was extended to include parametric modelling (true solid objects), clash detection systems were then developed. Hard or soft (allowing for access) clash detection allows application to identify any possible material overlapping conditions or objects existing in the same space.
Nowadays, globally unique ID or globally unique identifier (GUID) is available in most applications, which are unique strings usually stored as a 128-bit integer associated with the objects. The GUID is used to track the objects between applications for change management. Some systems allow the support for internal and external GUIDs. The term GUID usually, but not always, refers to Microsoft’s universally unique identifier (UUID) standard.
In the initial stages of BIM, only drawings and reports were made available to others, as the actual BIM model was always confined to the office where the more powerful computers were situated. However, as computers advanced, the models are now accessible on laptops and, over the last few years even on tablets for site use, either located on the device or available from the cloud.

What Is BIM

So what is BIM? It could simply be defined as a rapidly evolving collaboration tool that facilitates integrated design and construction management. The importance of ‘I’ in BIM should never be underestimated, as this becomes a project or support for the company’s enterprise framework and not just a means for ‘building models’. This information means that more work can be done earlier in the project to support green issue concepts, as less waste saves both materials and energy.
BIM enables multidimensional models including space constraints, time, costs, materials, design and manufacturing information, finishes, etc. to be created and even allows the support for information-based real-time collaboration. This information can be used to drive other recent technologies including city-sized models, augmented reality equipment used on site, point clouds of existing buildings and equipment, radiofrequency identification (RFID) tags to track components from manufacture to site and even the use of 3D printers.
It may be useful to consider the players who would want to have access to the BIM models. Not limiting the list they could include – the internal and external clients, local authorities, architects, engineers (structural, civil and MEP), main contractors, steelwork and concrete subcontractors, formwork contractors and all site personnel. Until recent years BIM has just been available as a solution for architects, engineers and steelwork contractors, etc., leaving everyone else just to work with 2D drawings that may be industry-specific, but not being totally readable without knowledge of that environment.
Various references have been made to architects’ BIM model or the structural BIM. However, they really are the same, as the boundaries between their models and their content are reducing all the time. Architects’ BIM models will include structural member; however, the models that they produce do not normally require including the material grades, reactions and finishes, whereas the model produced by the steelwork contractor will include at least the manufacturing details and all the information necessary to order, fabricate, deliver and erect the members. The MEP contractor could also define the site fixings on their version of the model, as the contractor will want to know when the assemblies will be delivered to site, where it will be fixed or poured, and how much the item costs. The client’s view of the same member would be for control and for possible site maintenance. For this reason, various models are created in the ‘best-of-breed’ authoring applications and shared with other design-team members as reference models, which are normally in the form of industry foundation class (IFC) files for all structures except the plant and offshore markets, where CIMsteel Integration Standards (cis/2) and dgn format files are the dominant interoperability transfer model formats.
It is so much easier to work with a BIM model and to explore the building in 3D with rich information, than looking at hundreds or thousands of drawings and having to understand the industry drawing conventions. Now a user can simply click on to an object and obtain all the information that they require either through the native object, if on the authoring application, or through the reference model or even from a viewer or collaboration tool directly from the cloud.

UK Government Recommendations

The UK and other global governments have expressed support for BIM over recent years. However, in March 2011, the UK government published a BIM strategy paper, full details of which can be downloaded from www.bimtaskgroup.org. In fact, the UK government has made it clear that BIM level 2 needs to be adopted on all of their projects by 2016, to save the model objects from being rebuilt many times within the same project by different design team members.
The main aims and objectives of the working group are to:
• Identify how measured benefits could be brought to the construction industry through the increased use of BIM methodologies;
• Identify what the UK government, as a client, needs to do to encourage the widespread adoption of BIM;
• Review the international adoption of BIM including the solutions by the US Federal government; and
• Look into government BIM policy to assist the UK consultant and contractor base to maintain and develop their standing in the international markets.
The general recommendations were to:
• Leave complexity and competition in the supply chain;
• Be very specific with supply-chain partners;
• Measure and make active use of outputs;
• Provide appropriate support infrastructure;
• Take progressive steps; and
• Have a clear target for the ‘trailing edge’ of the industry.
The report also defines the project BIM maturity levels, from level 0 to level 3 and as a quick summary:
• Level 0 is where just CAD tools have been adopted.
• Level 1 is where 2D and 3D information is used to defined standards.
• Level 2 is where BIM applications are used with fully integrated model collaboration.
• Level 3 is where BIM models are used for project/building lifecycle management.
The UK Government’s main targets in the report were:
• 20% reduction in costs.
• Level 2 BIM by 2016.
• COBie information should be available for decision-making at critical points in the design and construction process.
COBie information is a formal schema that helps design teams to organize architectural BIM object information into spreadsheets that are normally shared with other project players for facility management.
Also with the initiative from the BIMForum (www.bimforum.org), there is currently much interest in the level of development (LOD) of the BIM model objects, so the client can obtain a clear picture of their expected BIM deliverable quality. For full information see www.bimforum.org/lod.
In very general terms, these levels are:
• LOD 100 – A graphically represented object mainly used for cost.
• LOD 200 – A generic object with approximate size, shape and location.
• LOD 300 – Design-specified object with full specific, size, shape and location of brackets and corbels, etc.
• LOD 350 – Actual object model with full specification, size, shape, location.
• LOD 400 – Similar to 350, plus all relevant project information and finishes including rebars and accessories for concrete members and all fittings for steel members.
• LOD 500 – Similar to 400 including a site-verified reports, test certificates and CE marking information.

How BIM Is Applied in Practice

If a BIM model is created or being amended on the authoring application, it is normally referred to as a physical or native model, which can be enhanced using normal authoring tools. If the model is required to be fixed (not editable) by one design team member, then an IFC file or other reference models are normally adopted, where objects can be commented upon but not changed by other members of the design team.

Tekla Structures

Tekla Structures is a multi-material BIM software tool that streamlines the construction design and delivery process from the planning stage through design and manufacturing, providing a collaborative solution for the cast-in-place (in situ)/precast concrete, steelwork, timber, engineering and construction segments.
The structural BIM is the part of the BIM process where the majority of multi-material structural information is created and refined. These are normally created by the structural engineer as the architects generally just work with space, mass, texture and shapes, and not with building objects in the same way as defined in the structural BIM. However, the connection between the architects models and structural BIM is a very obvious way to help in the future development of intelligent integration, and these should be always available in the form of reference models in the same way that the XREF function is used in a 2D drawing. These reference models could also be used as 2D information for collaboration with non-BIM applications.
The model starts to evolve during the engineering stage, where conceptual decisions of the structural forms are made. It is sometimes thought that the design portion of analysis and design (A&D) is just the pure physical sizing of the structural elements. It is in fact more than that, as it should also include the engineering and the ‘value engineering’ of the project, including all materials, their relationships and their reference to the architectural and service objects, together with possible links to other design application using .NET technology to form an application programming interface, or API as it is more commonly known.
In its basic form, .NET is a flexible programming platform for connecting information, people, systems and devices together using a programming environment and tools based upon the Microsoft Visual Studio .NET developments. There are over 30 programming languages that are .NET enabled which allow true object information to be seamlessly transferred between systems. So, for example, element information and geometry can be passed from modelling applications to any other .NET enabled system. These could be A&D systems, management information systems (MIS), cost control or just systems used for internal bespoke company development down to the humble excel spreadsheet.
One of the principal advantages of the structural BIM is that the project is built for the first time in the memory of the computer, before any physical materials are involved. This allows the scheme to be refined to a greater extent, allowing full clash checking facilities, automatic drawing production, bar-bending schedules and report preparation. Modern application also allow the drawings and reports to be automatically updated should the model be amended, thus change management can be controlled and different design solution scenarios can be considered at any time together with having links back to the A&D systems if required.
For further information on the Tekla Structures or the applications authors Trimble Solutions Corporation, see www.tekla.com. For web tutorials on Tekla Structures or for general BIM lessons information see www.campus.tekla.com.

Linking Systems Through Open .NET Interfaces

Sometimes, using industry standard files is not appropriate when tight linking of applications is required. For example, a user may want to share design information among modelling systems and say an A&D application; MIS; enterprise solutions; connection and fire engineering applications; project management systems or planning systems. In such a case, the objects, a simplified form of the object or just the object attributes, can be passed between systems using the Open .NET interface as defined above. This same interface could also be used for model transfer or for repetitive processes such as drawing and report creation.

Tekla BIMsight and Other Collaboration Tools

Tekla BIMsight is a free BIM collaboration tool which is available for anyone to download and install. It runs on a normal PC environment and is an easy to access application that presents the complete project including all necessary building information from different construction disciplines. It is also much more than a viewer as the user can communicate using the various IFCs and other models not just from Tekla Structures.
With Tekla BIMsight the user can:
• Combine multiple models and file formats from a variety of BIM applications into one project;
• Share building information for coordination between different trades and deliverables;
• Identify and communicate problem areas: check clashes; manage changes; approve comments and assign work in 3D by storing a history of different view locations and descriptions in the model;
• Measure distances directly in the model to verify design requirements and construction tolerances;
• Control the visualization and transparency of different types of parts in the model to make it easier to understand complex and congested areas of the project; and
• Query properties such as profile, material grade, length and weight from parts.
Tekla BIMsight can be downloaded from www.teklabimsight.com which also includes video tutorials and a user forum.
In addition to Tekla BIMsight, Trimble Solutions Corporation also produces Field3D (www.teklabimsight.com/tekla-field3d), which is an enhanced collaboration tool that runs on both Apple and Android devices and also has a cloud service option.

Savings With BIM

Recent reports from a number of global organizations have confirmed that around 50% of structural engineers are adopting BIM on a regular basis.
It is always hard to establish the return on investment and project savings with regard to any software systems. However, as the BIM project is created within the memory of the computer before involving any materials or site personnel’s time the change is inexpensive. Various reports and white papers regarding the cost of change and constant remodelling was one of the reasons for the UK Governments BIM initiative.

Sample BIM Projects

Alta Bates Summit Medical Centre – by DPR Construction Inc.

A $289 million, 13-storey, patient-care pavilion and future home of over 200 licenced beds is a new addition to the Alta Bates Summit Medical Campus (ABSMC) and the facility is due to open in January 2014. DPR’s highly collaborative integrated project delivery (IPD) team was faced with many challenges during this project. The use of Tekla Structures and Tekla BIMsight has grown significantly since start of construction in 2010. Modelling scopes within Tekla Structures includes structural steel, cast-in-place concrete, reinforcing bar, miscellaneous steel and light gauge drywall framing.
Seismic design requirements set forth by the Office of Statewide Healthcare Planning and Development in addition to a hybrid steel and concrete shear wall structure required in-depth coordination between rebar and steel-fabrication models. These coordination efforts between multiple trade partners could not have been achieved without the use of this highly collaborative and detailed BIM platform. Since subcontractors Herrick Steel and Harris Salinas Rebar were both detailing with Tekla, it was very useful to provide the rebar detailer with the steel model during detailing to identify constructability issues with anchor bolts, stiffener plates and other connection details that were not shown in the engineering design model.
More recently, the ABSMC Project had implemented the concept of dynamic detailing within Tekla Structures on both the reinforcing steel and drywall framing. By referencing in the structural steel Tekla model along with IFC models of the MEP&FP systems, Harris Salinas Rebar and DPR Self-Perform Drywall were able to identify conflicts during the process of modelling, as opposed to the traditional method of modelling in a silo and having to rework the modelling after clash detection. This workflow results in a more efficient, streamlined workflow with fewer chances for modelling errors.
The DPR Self-Perform Drywall detailer, Robert Cook, has developed an efficient workflow to detail the rebar using multiple custom components. Robert Cook is also creating drywall framing assembly spool sheets that can be printed to 11″×17″ or viewed on an iPad to help the site team to increase efficiency and quality while reducing rework. As all the ductwork is fabricated and assembled directly from the model, DPR drywall is now able to install framing around the duct and pipe openings prior to MEP installation, and be confident that the framing is in the right location to align with the prefabricated ductwork and piping.
In addition to Tekla Structures, Tekla products have been used to convey differences between site conditions and the design model related to the exterior skin and expansion joints. The ABSMC project requires seismic expansion joints where surrounded on three sides by the existing hospital campus and around a 5-storey pedestrian bridge. The comment tool, dimensioning tool and photo attachments were used to convey coordination and constructability issues to the designer, fabricator and installer.
image
Actual drywall framing around the MEP equipment.
image
Model of the drywall framing around the MEP equipment.
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Tekla BIMsight showing model to site comparisons.
image
Drywall assembly ‘spool sheet’ from Tekla structures.
image
PCP tower adjacent to the existing hospital.
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Architect’s rendering of the Alta Bates Summit Medical Centre.

The National Museum of Qatar (Arup)

The National Museum of Qatar in Doha is the flagship project for an important series of cultural and educational projects which were commissioned by the Qatari government. The project, which drew inspiration from the desert rose, now started on site and was in the planning phase since 2008. The desert rose is a crystalline formation found below ground in saline regions of the desert. When imagined as a building, the result is a 4-storey, 300 × 200 m2 sculpture of intersecting discs which are up to 80 metres in diameter.
The evolved structural solution consists of radially and orthogonally framed steel trusses, supporting fibre-reinforced concrete cladding panels to create the required aesthetic and performance characteristics of the building envelope.

Challenges

The key challenges for the design were the highly complex geometry of the disc interactions. No two discs were the same and no two discs intersected each other in precisely the same way. The galleries and other key spaces in the building were created by the interstices between the discs; any alteration to the architecture involved moving discs and thereby moving the structure within the discs. This led to an evolution of systems and processes which were required to handle, manipulate and develop geometric ideas from the architects, so that engineering solutions could be established before communicating these in their most useful form to the wider project community.
For this reason, the following structural modelling (for analysis, design and manufacturing and construction) needed to address the following requirements:
• Position the elements in the correct place in the 3D space within the cladding envelope.
• Generate and model elements as efficiently and automatically as possible in order to keep up with iterations of the architectural arrangement.
• Facilitate cross-discipline coordination, both with the Arup MEP design and 3D modelling teams in London, plus the architectural team based in Geneva and Paris together with the client in Qatar.
image
National Museum of Qatar.
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Showing the complex building geometry.

Leeds Arena, UK, Fisher Engineering Limited

Leeds Arena is the UK’s first purpose-built, fan-shaped arena. Using this form of geometry allows every spectator to have a perfect view of the centre stage. The main facades are rounded and have a domed effect which terminates with a flat roof. Formed with two columns, one sloping outwards and the second spliced to the top and cranked inwards, these curving elevations are clad with a honeycomb design of glazed panels which contain lights of changing colours.
image
Leeds Arena project.
The steel framed structure of the roof is supported by a series of 13 trusses spanning up to 70 metres across the auditorium with five central trusses being supported over the stage area by a 170 tonne trussed girder and plated columns, which form the 54 metre long × 10.5 metre deep proscenium arch. The proscenium arch truss was delivered to site in 32 separate sections; a total of nine trailer loads. Assembling the truss took 3 weeks, using two large mobile cranes.
image
Section through the Leeds Arena project.
The bowl terraced seating is formed from precast concrete units supported on a radial steelwork structure, braced and tied into two main concrete stair cores which provide the required stability. Acoustic resistance is a major design factor for a venue of this size, which is situated within a city centre and required the structure to be shrouded in a skin of precast concrete wall panels with a concrete roof topping on a metal deck.
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Typical general arrangement drawing.
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Steelwork arrangement detail.

A BIM Strategy Was Essential for Efficiency

With so many subcontractors providing major structural element, all of which required prefabricated connections to interface with the complex geometry, it was clear from the start of the project that a BIM strategy was essential to obtain the necessary project efficiencies through the evolving design and collaboration process. The BIM model proved invaluable to all parties involved as it was passed between the design team and contractors for clash detection and for the resolution of incomplete design issues. This greatly assisted the project programming, sequencing and general constructability.
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Model of the bowl terraced seating.
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Arena during construction.

Technical Detail

For readers who are interested in more technical details, the following section may be of interest. The various industry abbreviations and acronyms are explained below.

Interoperability and Principle Industry Transfer Standards

3D interoperability between various building and construction applications are generally achieved through industry standard formats, such as dwg; DXF; SDNF; cis/2 and IFC, with the older systems being listed first. Other bespoke links have been adopted in the past based upon XML (extended mark-up language which is basically an extension of HTML used for creating websites) or special file formats. Excel sheets have also been used in the form of reports or to enhance various applications. It is generally accepted to adopt the full BIM process, as only IFC files are advanced enough to support all of the objects of building models.

DXF, DWG, DWF and DGN Formats

DXF (drawing exchange format) was developed by Autodesk for enabling data interoperability between AutoCAD and other programs. As the file format does not contain any form of part ID, it is not possible to track changes between different physical objects contained within different versions of a file.
DWG – File format used for 2D and 3D CAD data and is the standard file format for Autodesk products.
DWF (design web format) – a secure file format developed by Autodesk for efficient distribution and communication of rich design data, normally created with DWG drawings. However, it is rarely seen within the BIM environment.
DGN – the standard reference file transfer between plant design programs. Originally developed by MicroStation, which is now part of Bentley Systems Inc., it is similar to DWG in that it is only a graphical data format, but does contain part ID’s unique for the given model.

IGES and STEP

Initial graphics exchange specification (IGES) defines a neutral data format that allows the digital exchange of information among CAD systems. It was defined by the U.S. National Bureau of Standards and is largely been replaced by the Standard for the Exchange of Product Model Data (STEP) over recent years.
The International Standardization Organization (ISO) is concerned with creating the standards for the computer interpretable representation and exchange of product manufacturing information, so STEP files are available across many manufacturing industries. In the construction market, it is normal to only see files relating to ISO 103003 AP230 and these are generally treated as reference files.

SDNF Format

Steel detailing neutral file (SDNF) was originally defined for electronic data exchange between structural engineers, A&D and design systems to steelwork modelling systems. Version 3.0 is the latest format supported by the software industry and this format has been used for many years for transferring even complex plant structures between system such as Tekla Structures and plant design systems such as Intergraph’s PDS or Aveva’s PDMS applications.
As a quick overview, the SDNF files are split into packets and records. The main packets are defined as follows and generally not all items are supported by all applications:
Packet 00 – Title packet
Packet 10 – Linear members
Packet 20 – Plate elements
Packet 22 – Hole elements
Packet 30 – Member loads
Packet 40 – Connection details
Packet 50 – Grids
Packet 60 – Curved members

CIS/2 Format

The CIS (CIMsteel Integration Standards) is one of the results of the European Eureka CIMsteel project. The current version ‘cis/2’ is an extended and enhanced second-generation release of the format, which was developed to facilitate a more integrated method of working through the sharing and management of information within, and among, the companies involved in the planning, design, analysis and construction of steel framed buildings and structures. There are a number of different format versions, analysis, physical and manufacturing formats for steel structures, and the physical format has been widely used in the structural steelwork sector in the past.
The only downside of this format is that true multi-material objects cannot be defined as the standard really just concentrates on steel objects. However, an extended cis/2 format has been adopted by Intergraph and Tekla to link the Smart 3D plant design application to Tekla Structures within the last few years.

IFC Format

The latest and most complete transfer standard used within the BIM environment is the industry foundation class (IFC) as defined by the buildingSMART organization (www.buildingsmart.com) which was formally called the International Alliance of Interoperability. The organization defines itself as ‘buildingSMART is all about the sharing of information between project team members and across the software applications that they are commonly used for the design, construction, procurement, maintenance and operations’. Data interoperability is the key enabler to achieving the goal of a buildingSMART process. BuildingSMART has developed a common data schema that makes it possible to hold and exchange relevant data between different software applications. The data schema comprises interdisciplinary building information as used throughout its life cycle. The current version of the standard is 2×3, whilst the next version IFC4 has been defined and many applications are currently being undated to adopt this latest standard.
True building objects as defined by architectural, engineering, MEP and other systems can be shared with IFC. This allows the users to use the systems that they know, or that are best for creating the objects which are normally referred to as ‘best-of-breed’ systems. Adopting the IFC standard allows true object information to be shared between the major modelling applications. Different IFC formats and flavours are available, so the users need to know which one is adopted and this can normally be determined just by looking at the header part of the IFC file.

Further Reading

Briscoe D. Beyond BIM. Routledge; 2015.

Kumar B. A practical guide adopting BIM in construction projects. Whittles; 2016.

Paterson G. Getting to grips with BIM. Routledge; 2015.

Sauchez A.X. Delivering value with BIM. Routledge; 2016.

Saxon R. BIM for construction clients. NBS; 2016.

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