The Use of Advanced Computer Simulation in Structural Design

Total Page:16

File Type:pdf, Size:1020Kb

The Use of Advanced Computer Simulation in Structural Design Ninth International IBPSA Conference Montréal, Canada August 15-18, 2005 THE USE OF ADVANCED COMPUTER SIMULATION IN STRUCTURAL DESIGN Caroline J Field1, Andrew Mole1 and Mark Arkinstall2 1Arup, San Francisco, USA 2 Arup, Sydney, Australia ABSTRACT Performance Based Approach Performance based engineering is establishing a set This paper covers the innovative use of advanced of performance criteria that is acceptable for the numerical simulation in the field of structural client for prescribed load scenarios and then engineering. It begins with a brief review of current quantifying the building performance through standard practice and then discusses the latest more appropriate methods and adjusting the design where advanced technologies and approaches that are necessary. available. The practical benefits of using advanced simulation as an integral part of the design process Simulation plays an important role in quantifying the are illustrated through a range of international project performance and is a necessary tool for enabling this case studies. type of approach. INTRODUCTION This approach is gaining ground in current practice and has been adopted by some modern guidelines. In Current Structural Design Practice the United States, publications sponsored by the Structural engineering is the design of building Applied Technology Council (ATC) and the Federal elements to resist a set of environmental building Emergency Management Agency (FEMA) discuss loads. Some of these loads are very straightforward – and provide guidance on the use of increasingly such as the dead weight of the building and the sophisticated analysis techniques within a weight of potential occupants, fitout, machinery and performance based design approach. furniture. These are static loads. Other types of load Standard Analytical Methods depend on location and are subject to statistical interpretation of their frequency and size, such as Standard practice in structural engineering is a wind or typhoon loading, earthquake and wave moving target as in all technical fields, but with loading. Others are unpredictable such as blast and regard to mathematical modeling is characterized by impact loading. These loads are dynamic and time the following: varying in nature. • One-dimensional (and increasingly two- Building Code Approach dimensional) representation of structural elements using finite element formulation Structural design is prescribed by a whole range of building codes, depending on location, building type • Matrix representation of the stiffness of a two- and loading. or three-dimensional structure or sub-assembly Building codes should be viewed as a minimum • Linear analysis (implicit analysis) by means of design standard. They are generally empirical in stiffness matrix inversion to generate the static nature and are an attempt to provide a set of stress state in the structural model resulting from simplified design rules that cover the majority of static loads or imposed displacements buildings. The fact that these rules have to be Since the models are linear elastic, the results from applicable to a very wide range of buildings, means any two loading conditions calculated separately can that for some buildings the design can be very be combined to provide the results that would be conservative and for others possible unconservative. obtained from analyzing the model stress state for the Often, buildings do not fit comfortably within these combined loads. rules and certainly, if one wants to take advantage of In cases where dynamic characteristics are new technologies and developments in the design, significant, for example for machine vibration or these will not be covered by the code. seismic analysis, linear elastic modal analyses are performed. This is relatively unusual in terms of global structural engineering, but is becoming - 303 - standard practice in places where seismic loads are Applications critical in design. Advanced structural simulation would typically be The methods outlined above are restrictive in so far used to address the following situations: as they limit the analyst-designer to design conditions that can reasonably be approximated by • Unusual buildings not defined by the code linear formulations, and these are the approaches that • Complex problems not addressed by the code are codified (e.g. in the Uniform Building Code or its successor the International Building Code). • Cases where the code is too conservative However, for situations where the structure responds • Virtual Testing & Prototyping outside of the linear elastic range of its materials, for example, seismic, blast and impact scenarios, these • Verifying Innovative Design Concepts approaches can provide only an approximate • Forensic Engineering indication of the building’s peformance by introducing “factors” to account for these • Value Engineering (design optimization) nonlinearities. In these situations, advanced Value simulation, which incorporates the effects of geometric and material nonlinearities, provides a far The benefits to be gained when appropriately utilzing superior representation of the actual performance. advanced simulation include the following: This must be informed by a fundamental understanding of the "first principles" that underlie • Enable Creativity the code and structural behavior in general. Creative and innovative design solutions can be virtually tested and developed during the design phase ROLE OF ADVANCED SIMULATION • Improve Performance Definition The building performance can be accurately In the context of structural engineering, advanced quantified and then optimized to improve the simulation is the application of mathematical performance under the load scenarios modeling to problems that are complex and are at a • Produce Cost Savings higher level than standard practice. By adopting a performance based approach and In this paper, "advanced simulation" will be used to utilizing advanced simulation the conservatisms refer to non-linear dynamic analysis of multi-degree- inherent in a simple code approach can often be of-freedom systems. "Advanced simulation" permits reduced to provide significant cost savings a much wider consideration of building types and conditions than can be reliably be designed using • Manage Risk standard practice. The client is able to consider the risk and cost Analysis in standard practice is characterized by the associated with various design solutions because definition of static load conditions (typically called he/she better understands the consequences of "load cases") which are summed. However, advanced each load scenario because it has been quantified structural simulation involves the analysis of "load through “virtual testing”of each design option scenarios", which must be defined to represent conditions that can reasonably be considered to occur • Increase Sustainability and are typically time varying. Thus multiple The ability to accurately predict building scenarios will be run for every structural model. behavior coupled with the ability to explore Tools more innovative design solutions often leads to a more economic solution that more efficiently The analyst-designer has increasingly greater choice and effectively meets the design criteria, thereby of tools for advanced simulation (based on implicit achieving a more sustainable design solution and explicit solvers or a combination). In many cases these are also "multi-physics" - able to perform • Enhances Communication "coupled" analyses - for example, coupling thermal Simulation can be a very compelling and analysis with structural analysis to model the effect invaluable visualization tool if using good of fire on structural steel frames. software. It facilitates a dialogue with your client These packages typically have powerful graphical and makes it easier for the engineer to user interfaces available to speed up the process of communicate complex concepts in a simple way. modeling and to aid the interpretation of results. In the same way it can facilitate a creative dialogue between the design team. - 304 - Getting in early permit the rear columns of the seismic frame to lift off their foundations when the column experienced One of the biggest challenges with structural tension. This innovative ‘stepping column’ would simulation is the difficulty of getting involved from enable the building to ‘rock’ to a limited degree the project conception and being able to utilize under strong earthquake actions. This behavior simulation as a creative part of the design process would reduce seismic forces in the building and and not just as a verification tool. hence cut steelwork and foundation costs. The lifting of the columns was controlled by visco-elastic dampers, which would provide preferential energy- dissipation over hysteretic deformation of the frames, which is the standard approach in building design. As a result less structural damage would occur in any seismic event. As would be expected the performance of this system cannot be satisfactorily predicted using linear elastic analysis and it clearly falls outside the normal bounds of building codes. As a result non-linear analysis was used throughout the design process, explicitly simulating the performance of the structure to various earthquake scenarios. Such studies were performed initially to evaluate the system as a concept, then subsequently to develop the design and Figure 1 Benefit of early use of simulation – from to assess proposed changes and finally to report the
Recommended publications
  • Building Codes and Housing
    Building Codes and Housing Building Codes and Housing David Listokin Rutgers University David B. Hattis Building Technology Inc. Abstract This article examines whether and to what extent building codes affect housing costs. It first describes these technical provisions, then considers how building codes could theoretically affect housing costs, and finally analyzes empirical studies on the subject. While the latter are dated and suffer from other limitations, the more rigorous quan­ titative analyses indicate that codes increase housing costs by 5 percent or less. Further, building codes are in a state of flux and we need to examine how the current generation of regulations affects housing. Thus, building codes merit contemporary investigation; however, these regulations have much less impact on housing costs compared to other regulations such as zoning and subdivisions requirements. Introduction and Summary This article considers the regulation of housing construction (single-family and multifamily, new construction and rehabilitation of existing buildings), focusing on the building code (a broad term specifically defined in this article). It first describes the building code and then traces its history. The history of the building code is important because numerous events and disparate parties have shaped the code, which currently is in a state of evolution. The code is moving toward two national model templates that influence local building code regulations, and away from the three regional-oriented model codes that have been influencing local regulations. In theory, the building code could adversely affect housing production and could increase housing costs through both substantive (technical) and administrative impediments. Examples of the former include restrictions of cost-saving materials and technologies and barriers to mass production; the latter encompasses such barriers as administrative conflicts among different administering parties (for example, building and fire departments) and inadequately trained inspectors.
    [Show full text]
  • History of Architecture and Building Codes Lesson #4
    Unit Two: History of Architecture and Building Codes Lesson #4: Building Codes Past to Present (3 Days) Objectives Students will be able to… . Trace the history of building codes. Describe the ICC, IBC, IRC, and CBC. Identify the three dominant model codes of the past century. Common Core Standards LS 11-12.6 RSIT 11-12.2 RLST 11-12.2 Problem Solving/Critical Thinking 5.4 Health and Safety 6.2, 6.3, 6.4, 6.5, 6.6, 6.12 Technical Knowledge and Skills 10.1, 10.2, 10.3 Residential and Commercial Construction Pathway D2.1, D2.8, D2.9, D3.1, D3.2, D3.3, D3.4, D3.7 Responsibility and Leadership 7.4, 9.3 Materials PowerPoint Introduction to Building Codes Past to Present https://documentcloud.adobe.com/link/track?uri=urn%3Aaaid%3Ascds%3AUS%3Ad6b906a c-9f45-43ae-9547-ac37035d7322 Mapping Main Ideas Worksheet Evolution of Building Codes Handout and Graphic Organizer Building Codes and Building History Test Lesson Sequence . Review the PowerPoint Introduction to Building Codes Past to Present presentation with the class. Have students take notes on the Mapping Main Ideas Worksheet. Students should identify main ideas and then support main ideas with facts. (50 minutes) © BITA: A program promoted by California Homebuilding Foundation BUILDING INDUSTRY TECHNOLOGY ACADEMY: YEAR TWO CURRICULUM . Pass out the evolution of building codes handout and graphic organizer. Have students read the evolution of building codes hand out and fill in graphic organizer with a partner. Review graphic organizer as class. (50 minutes) . Answer any questions about building codes and building history.
    [Show full text]
  • The International Building Code and Its Impact on Wood-Frame Design and Construction
    Paper No. 984007 An ASAE Meeting Presentation The International Building Code and Its Impact on Wood-Frame Design and Construction by Sam W Francis Northeast Regional Manager American Forest & Paper Association American Wood Council 1111 19th St., NW, #800 Washington, D.C., USA and Dr. Jeffrey B. Stone, C.B.O. Southeast Regional Manager American Forest & Paper Association American Wood Council 1111 19th St., NW, #800 Washington, D.C., USA Written for Presentation at the 1998 ASAE Annual International Meeting Sponsored by ASAE Disney’s Coronado Springs Resort Orlando, Florida July 12-16, 1998 Summary: The first International Building Code (IBC) is scheduled for publication in the year 2000. It is being developed by the International Codes Council (ICC), a new entity formed by the three U.S. model building code agencies. The IBC will contain revisions and new provisions that will impact wood design and construction. Possible benefits of the new code will also be discussed. Keywords: International Building Code, IBC, model building code, wood design, wood construction. The author(s) is solely responsible for the content of this technical presentation. The technical presentation does not necessarily reflect the official position of ASAE, and its printing and distribution does not constitute an endorsement of views which may be expressed. Technical presentations are not subject to formal peer review process by ASAE editorial committees; therefore, they are not to be presented as refereed publications. Quotations from this work should state that it is from a presentation made by (name of author) at the (listed) ASAE meeting. EXAMPLE -- From Authors Last Name, Initials.
    [Show full text]
  • Interior Design Standards
    INTERIOR DESIGN STANDARDS This document was prepared by: Office of Career Readiness, Adult Learning & Education Options Nevada Department of Education 755 N. Roop Street, Suite 201 Carson City, NV 89701 www.doe.nv.gov Draft for review by the Nevada State Board of Education on October 8, 2020 The Nevada Department of Education does not discriminate on the basis of race, color, religion, national origin, sex, disability, sexual orientation, gender identity or expression, or age in its programs and activities and provides equal access to the Boy Scouts and other designated youth groups. For inquiries, contact the Equity Coordinator at (775) 687-9200. INTERIOR DESIGN STANDARDS 2020 NEVADA STATE BOARD OF EDUCATION Elaine Wynn ................................................................................. President Mark Newburn ..................................................................... Vice President Robert Blakely ............................................................................... Member Katherine Dockweiler .................................................................... Member Tamara Hudson ............................................................................. Member Cathy McAdoo .............................................................................. Member Kevin Melcher ............................................................................... Member Dawn Miller ................................................................................... Member Felicia Ortiz ..................................................................................
    [Show full text]
  • Engineering in Partial Fulfillment of the Requirements for the Degree Of
    Investigation of a Tall Building Structure: The Spiral Building by Leora Sasson Submitted to the Department of Civil and Environmental Engineering in Partial Fulfillment of the Requirements for the Degree of MASTER OF SCIENCE in Civil and Environmental Engineering at the Massachusetts Institute of Technology February 1995 0 1994 Leora Sasson All rights reserved The author hereby grants to MIT permission to reproduce and distribute publicly paper and electronic copies of this thesis document in whole or in part. Signature of Author , .. ,. .. Department of Civil and Environmental Engineering September 29, 1994 Certified by - - ., Dani~. Schodek, Professor of Architecture, Harvard Graduate School of Design Thesis Advisor Certified by James Becker f\ Thesis Reader Accepted by Joseph Sussman, Chairman Departmental Committee on Graduate Studies ailj Investigation of a Tall Building Structure: The Spiral Building by Leora Sasson Submitted to the Department of Civil and Environmental Engineering in Partial Fulfillment of the Requirements for the Degree of Master of Science in Civil and Environmental Engineering ABSTRACT This thesis investigates the design of the SpiralBuilding. The building may be classified as a tall building. The process and procedures of performing a preliminary design of a tall building are discussed first, including a discussion of building loads, force flow, building structural components, and building structural systems and their behavior under loading. Construction effects on design are then briefly discussed. Specific structural systems are discussed in relation to their relevance to the Spiral Building. This is followed by a brief discussion of precedent buildings in relation to the SpiralBuilding. The core of this thesis consists of the preliminary analysis of three structural systems for the purpose of accommodating the SpiralBuilding form.
    [Show full text]
  • Building Officials Manual
    HANDBOOK FOR S O U T H D A K O T A BUILDING OFFICIALS AND DESIGN PROFESSIONALS Engineering and Architecture Registration Laws South Dakota State Board of Technical Professions 2525 West Main Street, Suite 211 Rapid City, South Dakota 57702 Phone 605/394-2510 Fax 605/394-2509 Revised 11/2017 0 TABLE OF CONTENTS Table of Contents . 1 Forward . 2 Introduction . 3 Definitions . 4-5 Exempt Structures . 6 Multiple Occupancy Formula . 7 Professional Work: Architects and Engineers. 8 Seals on Professional Work . 9-10 Suggestions for Plan Submissions. 11 Suggestions for Required Drawings/Documents . 12-13 Frequently Asked Questions . 14-19 Appendix A: Letter of Assurance . 20 1 FORWARD This handbook has been published by the South Dakota Board of Technical Professions to aid building officials and other governmental entities in understanding the laws governing the practice of architecture and engineering in South Dakota. Among other requirements these laws identify when a licensed design professional is required for construction projects. Please note that all construction in South Dakota is required to adhere to the most recent State of South Dakota adopted building codes, even if a licensed design professional is not required. The definitions and opinions expressed in this handbook are based upon the interpretations of the Board and should not be relied upon as being conclusive. Specific situations should be referred to your own legal counsel. This handbook is a guideline intended as a source of basic information and does not attempt to address all questions concerning the practices of architecture or engineering. The last portion of the manual addresses questions frequently asked.
    [Show full text]
  • Design Guidelines for Interior Landmarks Chapter 9
    DESIGN GUIDELINES FOR INTERIOR LANDMARKS CHAPTER 9 Chapter 9 DESIGN GUIDELINES FOR INTERIOR LANDMARKS Architectural interiors offer a rich history of a building over time. Pristine, unaltered interiors may reveal an aesthetic of a cer- tain era or owner. Interiors that have been altered by each succeeding generation provide a history of change and technological improvements. Unfortunately, interiors that have been heavily renovated are often stripped of all their previous history. Historic public interior guidelines help property owners formulate preservation plans for the rehabilitation, preservation, and continued use of historic public interiors and assist in determining the appropriateness of such plans. These guidelines apply to permanent and temporary construction projects for landmark interiors, as well as rehabilitation or new construction projects that may impact them. The following design guidelines for interior landmarks provide information on general considerations, distinctive interior archi- tectural features, distinctive interior materials and finishes, paint and color, and new construction and archeology within interior landmarks. 9.1 GENERAL CONSIDERATIONS • Replace interior architectural materials and features that are deteriorated beyond repair with new materials and The following general considerations will assist property features that match the original in design, color, texture, owners and designers when planning alterations to a landmark and other visual qualities. The use of materials that were interior: unavailable when the building was constructed is discour- aged. Identify and assess character-defining interior architectural • Replace missing architectural features based on accurate features. Wherever possible, retain character-defining features duplication of features, substantiated by historical, physi- of interior spaces including floor plan, ceiling height, and cal, or pictorial evidence rather than on conjecture.
    [Show full text]
  • 2021 Building Official Information Guide
    CALIFORNIA ARCHITECTS BOARD Building Official Information Guide 2021 Table of Contents Purpose 1 Introduction 3 Advertising of Architectural Services 5 Aiding and Abetting Unlicensed Practice 6 Architects Scope of Practice 7 Building Designers 13 Building Official’s Responsibility with Respect to Architects Practice Act 14 Complaint Procedures 18 Contractors 19 Disasters 21 Engineers 24 Exempt Buildings and Structures 26 Interior Designers 30 Landscape Architects 32 Land Surveyors 36 Mechanics Lien Laws 37 Signature Requirement 38 Stamp Requirement 41 Unlicensed Individuals 43 Index by Topic 49 Table of Contents | Index by Topic n Building Official Information Guide III IV Purpose This guide for building officials is provided by the California Architects Board to assist you in understanding the laws and regulations governing the practice of architecture and landscape architecture in California. The guide is a compilation of questions received from officials. It is intended as a source of basic information and does not attempt to address all the questions that could arise covering the practice of architecture in this large, diverse state. Some of the items covered are interpretations of the Architects Practice Act and the Board’s rules and regulations. Other items are explanatory and/or advisory. If you need further information or assistance concerning this guide, please contact: California Architects Board 2420 Del Paso Road, Suite 105, Sacramento, California 95834 Phone: (916) 574-7220 Landscape Architects Technical Committee Toll-Free: (800) 991-2223 Phone: (916) 575-7230 Fax: (916) 575-7283 Fax: (916) 575-7283 Email: [email protected] Email: [email protected] Website: www.cab.ca.gov Website: www.latc.ca.gov Table of Contents | Index by Topic n Purpose 1 2 Introduction Californians work and live in environments designed by licensed architects.
    [Show full text]
  • Application for Registration of Building Officials, Inspectors, and Plan Reviewers
    Application for Registration of Building Officials, Inspectors, and Plan Reviewers An applicant for registration shall provide, along with this application and fee, written verification of completing not less than the required number of hours of education in approved educational or training programs. See Rule 408.30031(5) and Table 31 of this rule. The full rule set may be found at www.michigan.gov.bcc Page 1 – Applicant Information Requires information regarding the applicant, including the classification(s) being applied for. It also requires submittal of a resume outlining requisite experience for each classification being applied for. Building Inspector: • Must have 4 years of experience actively engaged in the construction business; if you are a licensed residential builder or maintenance and alteration contractor, please include a copy of your license; however, simply holding a license does not qualify an applicant for registration. See Rule R 408.30037. • Possess a license as an architect or engineer with the State of Michigan; a copy of the license must be included • Up to 2 years may be considered for completion of a recognized curriculum in a construction related field. (1 year, 2,080 hours for an Associate Degree; 2 years, for a Bachelor’s Degree) A copy of the degree must be provided. • A licensed or registered building inspector from other states, Canada, or other recognized countries with inspection experience in general building construction and who holds a master or certified building official certificate obtained from the International Code Council (ICC), defined as an inspector by the Skilled Trades Regulation Act, 2016 PA 407.
    [Show full text]
  • Why Should You Get a Building Permit
    RESIDENTIAL CODES 101 FOR REALTORS I am planning a remodel of my home. Why should I get a building permit? This is a question many people may ask themselves when planning alterations to their home. A decision not to get a permit could be very costly. Some homeowners are finding when they try to sell or refinance their home, prospective buyers or lending institutions want proof that alterations are in compliance with local codes and permits and inspection were acquired. Without a permit and inspection on record, there is no proof. The homeowner must then apply for a permit with no guarantee that the remodel will meet the codes, and they face the possibility that the remodel must be redone or removed. This is costly and frustrating and could cause delays in refinancing or a lost sale of their home. What is the purpose of permits and codes? The purpose behind building codes is to give reasonable assurance that a home is safe from structural failure, fire hazards from electrical and heating systems, electrical shock, and health risks. The permits provide a permanent record of the work performed and inspections conducted on the project. Your home is your biggest financial investment, why wouldn’t you want to protect this investment? Do all Building Departments have the same building codes or are each different? Yes, the International Code Council (ICC), develop all codes through the process of code hearings. Each State adopts these codes and each jurisdiction adopts the state codes along with the state amendments. Zoning code and Engineering standards, on the other hand, vary widely from jurisdiction to jurisdiction.
    [Show full text]
  • Tennessee Board of Architectural and Engineering Examiners Reference Manual
    PREPARED BY: TENNESSEE BOARD OF ARCHITECTURAL AND ENGINEERING EXAMINERS Revised December 2015 Table of Contents Foreword ..................................................................................................................................................................... ii Introduction ................................................................................................................................................................ 1 The Requirements for Building Design ...................................................................................................................... 1 The Board .................................................................................................................................................................. 3 The Registration Process ........................................................................................................................................... 3 Professional Responsibility ........................................................................................................................................ 4 Relationship to Building Officials................................................................................................................................ 4 A Check List for the Examination of Building Construction Documents .................................................................... 5 Most Commonly Asked Questions ............................................................................................................................
    [Show full text]
  • Presently, Elevators Are Not Safe in Fire Emergencies
    PRESENTLY, ELEVATORS ARE NOT SAFE IN FIRE EMERGENCIES E.H. Sumka ABSTRACT more to be high-rise. Requirements for elevators in these A comprehensive study by elevator experts led to buildings would be mandatory. recommendations for code rules to be incorporated into High-rise buildings present new and different prob­ the ANSl/ASME A 17.1 Elevator Safety Code. Recommen­ lems to fire suppression forces, yet the causes of fires, as dations were approved by the A17.1 code-making body, well as types of materials used, are not different from con­ and operation of elevators in fire emergencies became ventional low-rise buildings. If a fire breaks out in the top part of the elevator code that has almost universal accep­ floors of a megastructure, firefighters have to lug their tance and has become the basis for local, state, and even equipment up the stairs or risk riding the elevators. As an foreign codes. example of high-rise occupancy, it is possible for about Background information that supports the emer­ 65,000 people to be in one of the towers of New York's gency use of elevators is provided. This information details World Trade Center. Thus, the potential for a major elevator operation for purposes of providing insight to the catastrophe becomes readily apparent. uninitiated. Sprinklers, power supply, smoke, pressuriza­ If there is cause for alarm, it isn't shared by many tion, entrances, and stack effect are among the topics that people who own and manage high-rise office buildings. are covered. They believe that the solutions fire specialists seek are Interface of the A 17.
    [Show full text]