BCN2210 Florida International Unconventional Construction Methods Presentation

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BCN2210

Florida International University

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BCN 2210 CONST. MATERIALS & METHODS BCN 2210 CONSTRUCTION MATERIALS & METHODS TERM PAPER (INDIVIDUAL) INSTRUCTIONS I. Instructions  Each student is expected to select one innovative/unconventional construction material/method and write a journal paper-style essay about the selected material.  The essay should highlight the characteristics of the selected material/method and compare it with the characteristics of the more commonly used alternatives.  The students are also expected to make a short presentation videos (5-7 minutes) of their essays. Please find the Term Paper and Presentation due dates on Syllabus Review. II. Grading  Term paper will be graded out of 100 and weighs 10% in your final grade.  The paper itself holds 80% of the term paper grade and should include the following components: 1. Cover page and the Table of contents - 2 pages – (0 points, mandatory! Not having a cover page or a table of content causes 5-point penalty) 2. Abstract – (summary is written after the work on the paper is completed) – 1 page (5 points) 3. Introduction – about 2 pages (10 points) Why this topic? Explain the importance of the material/method that you selected. What are going to be covered? Describe organization of the report. 4. Main body – about 8 to 12 pages (including tables, graphs, figures – each taking not more than half a page) – (50 points, see breakdown below). The way you organize the main body of your paper depends on the choice of your topic. a. Suitable headings/ subheadings/ organization (10 points) b. Effort in research using multiple sources (10 points) c. Quality and value of information (10 points) d. Quality of Tables, Figures, Graphs (10 points) (total space devoted to these should not exceed 20% of the paper) e. Quality of your own analysis based on the information (10 points) 5. Conclusions – 2 pages (10 points) Page 1 of 3 BCN 2210 CONST. MATERIALS & METHODS compare the selected material with other alternatives, explain when and where you think the selected material could (not) be used, important considerations when working with this material, prospect of future use of this material in the construction industry, etc. 6. References (alphabetical order) in correct format – 1 to 2 pages (5 points) Must have been cited in the introduction, body, and conclusions of the paper properly. Must use correct and consistent format.  The presentation holds 20% of the term paper grade and will be graded according to the following criteria:  Flow: 5 points  Orderliness, clear citation of sources (1)  Purposefulness, clear identification of topics to be addressed (2)  Smoothness of flow (2)  Style: 10 Points  Holding audience’s attention (3)  Facilitation of discussion (2)  Responsiveness to audience’s questions (2)  Spontaneity (sparing use of notes, with no reading aloud) (3)  Mechanics: 5 Points  Eye contact with entire audience, facial expressiveness (2)  Fluency (complete sentences, with no filled pauses (uh, like, well, okay?) (1)  Hand and arm gestures, body movement, with no fidgeting (1)  Voice control (pitch, loudness, speed, clear enunciation) (1) III. Other Specific Formats  Font and Spacing:  Times New Roman No. 11 regular font with Double Spacing should be used for the entire manuscript except for the following:  Title of Paper: Times New Roman Font, Size 14pt, All Cap, Bold Face, Center  First Heading: Times New Roman, 12 pt, All Caps, Bold face  Second Heading: Times New Roman, 11 pt, Title Case, Bold face  Third Heading: Times New Roman, 11 pt, First letter capital, Bold face Page 2 of 3 BCN 2210 CONST. MATERIALS & METHODS  Table Captions: Times New Roman, 11 pt, Bold Face, Center  Figure Captions: Times New Roman, 11pt, Bold Face, Center  Text should be fully justified. Section headings should align on the left-hand margin. Place a full page of text and figures on each page.  References  In the text, cite publications by listing the last names of the authors and the year, i.e. author-date method of citation; e.g. (Sadri and Zhu, 2014). If authors are more than two, use “et al.” with the name of first author, e.g (Sadri et al., 2013).  All references should appear at the end of the paper in chronological order as follows: Duan, L., Loh, J.T., and Chen, W.F. (1990). “M-P-F based analysis of dented tubular members”. Journal of Structural Engineering, Vol. 21, No. 8, pp 34 - 44 Fang, T.C. (1987). “Network resource allocation using an expert system with fuzzy logic reasoning”, Ph.D. thesis, University of California at Berkeley, California, USA Hong Kong MTR Corporation. (2001). Passenger Data for 1990 - 2000, http://www.mtr.com.hk, mm/dd/yy (date accessed) Paulson, B.C., and Barrie, D.S. (1992). Professional Construction Management, 3rd edition, Mcgraw-Hill International, Singapore Peter, J. (1998). “Development of a risk management model for international joint ventures”, Proceedings of Second International Conference on Project Management, Editors: L.R.K. Tiong, National University of Singapore, Singapore, pp. 55 - 67 IV. Submission Please submit an electronic copy of the paper in Microsoft Word (Name the file as: YourLastName_YourFirstName_Term Paper.docx, e.g. Sadri_Arif_Term Paper.docx) through the link “Term Paper” on CANVAS. V. Disclaimer In case of any ambiguities or conflicting information in the term paper instructions, the students should seek clarification from the instructor in a timely manner. Lack of understanding of the requirements of the term paper does not entitle students to extra credits or extension of deadlines. Page 3 of 3
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Running Head: UNCONVENTIONAL CONSTRUCTION METHODS

Unconventional construction methods
Name
Institution
Date

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UNCONVENTIONAL CONSTRUCTION METHODS

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Contents
Abstract ........................................................................................................................................... 3
Introduction ..................................................................................................................................... 4
Volumetric Modular Construction .................................................................................................. 6
Characteristics ................................................................................................................................. 7
Advantages of volumetric modular construction method ............................................................... 9
Comparison with an alternative construction method .................................................................. 10
Characteristics in comparison ....................................................................................................... 13
Conclusion .................................................................................................................................... 15

UNCONVENTIONAL CONSTRUCTION METHODS

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Abstract
In recent years, there has been a remarkable change in the building and construction
sector. As things start to change across the globe, architects and engineers are forced to think of
new ways in which designs can be made (Tazikova, 2014). In conjunction, one of the most
common challenges in this field of urban revitalization is to integrate excellent innovation
concepts and innovative technologies. Focus then springs to the development of new innovative
methods of constructions that focus on reducing the time, duration and increasing the quality of
construction sites. In this paper, the focus will be drawn to the modular volumetric system of offsite construction, while touching on other related aspects. The article will also stipulate the
characteristics of this method and perform an analysis of the schematics revolving this system.
After which, the paper will compare general concrete construction as a traditional method of
construction. This will be done by stating its characteristics and schematics involved during the
process of development.
The intention here is not to conclude that off-site construction should be endorsed every
time. The question then becomes, when should this method of construction be used? While there
may be so many different answers, the critical element here is that off-site has performed well in
other building types, with specific building teams and in certain locations. Even still, these
guidelines of construction are not meant to be definitive but suggestive of consideration that is
taken when deciding to uptake this method of construction. This method is ideal for projects that
are timely and restricted to short time completion mechanisms. Schools or dormitories can be an
excellent example of such a situation. Also, repetitive projects that have an identical mode of
construction, such as office suites are viable for this method.

UNCONVENTIONAL CONSTRUCTION METHODS

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Introduction
This means that practices should incorporate sophisticated concepts such as skeleton/fill,
open building, two-stage supply system, the urban skeleton as well as modular planning. As
such, to develop an innovative and unconventional structure, it would be essential to advance the
commonly known traditional methods of construction (Melia, Ruggieri, Sabbanimi. & Dotelli,
2014). These methods are designed to make the lifetime of buildings longer and easy to maintain
and repair. This then culminates the thesis of affordability, sustainability and an increase in
responsiveness concerning changing business demand.
With that respect, a shift is seen from on-site to off-site construction techniques. On-site
construction involves a process where architects and engineers construct buildings in the exact
location where they are required to exist. Off-site, on the other hand, consists of the process of
planning, designing, fabricating, transportation and assembling of building elements for rapid
site assembly. This means that materials can be constructed or manufactured in factories then
craned to the sites for construction. Why then is this shift eminent? The development and
advancement of technology pose a challenge that integration is necessary to attain quality results
at a faster rate in a cheaper cost.
Off-site buildings, in this case, includes a range of materials, advanced scales and systems, use of
digital software and technology, different methods of fabrication and manufacture as well as
prospective innovation in the social integration. As such, this means that at the moment, various
mechanisms and changes are being put in place to make this process possible by a great length.
Tentatively, the outputs generated from this process are composed of componentized, panelized
and modularized elements that are deployed in service of structural, service and internal partition
system (Kozlovska, Strukova & Kaleja, 2015). This means that the only way of optimizing

UNCONVENTIONAL CONSTRUCTION METHODS

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construction is through the integration of innovative methods of development as posed by
different advancements. This can be done through research, design, testing and prototyping.
All this change is a result of the different changes that are seen within the constructs of
design and construction. Ideally, the pressure in today’s housing market, such as high customer
demand with a shortfall in supply is a significant reason why off-site is highly valued. Also, the
desire to achieve speed, high quality and energy performance in terms of productivity is vital.
Besides, the pressure that is involved with the elimination of wastes from traditional construction
have forced this shift to become a reality.
The modular industry consists of two distinct industry segments, such as relocatable
modular and permanent modular. Relocatable modular are structures which tend to meet the
requirement of a limited or temporary space which has been leased for a short-term or purchased
outright (Pacheco-Torga & Jalali, 2012). The choice of the material is dependent on the site
forces, the project cost or the decisions of the stakeholders, architects or engineers. This is
assertive of their importance about commercial demand. Further, projects may have a hybrid of
materials solutions such as the traditional ones that counter the existing innovative strategy of
construction. As such, the focus is shifted to using an inside out approach to the building where
frames are constructed as planes, fitted as boxes and then fitted from the inside out.

UNCON...


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