6.3 Suspended Ceiling Design Process - Bilkent University

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project completed by TEPE Construction Co. when the study was being undertaken. Thus, it was expected that tracking the information flows in the process would be easier. The complex consists of eight individual buildings; namely, customs directorate and passengers’ hall, TIR customs office, customs inspection hall, 2 social buildings, customs management hall, warehouse, entrance and exit control units. The architectural and engineering systems of all the buildings in the complex are similar to each other; therefore, the analysis of a single building would be sufficient for the purposes of this dissertation. The TIR customs office building is chosen as the focus of the research, because the participants reported that this building truly reflects the whole design process. The TIR customs office building is a two-story building with a basement floor. The building serves TIR drivers and contains two main functions. One part of the ground floor is allocated to the customs offices such as registration, entry-exit approvals, accountant’s office, management offices, and computer hall. The other part of the ground floor is designed for recreational facilities and it includes a waiting hall surrounded by duty free shops and a restaurant. There are medical and management offices in the first floor. The building has a structural steel frame system. The bi-partite nature of the building is also reflected in the structural system so that there is an expansion joint separating the building into two parts (Figure 6.4). 121
P8 P8 P8 P8 P8 P8 P8 P8 180 90 180 90 180 90 180 90 180 90 180 90 180 90 180 90 P3 P3 P3 P3 P3 P3 P3 P3 CK6 CK6 P11 P11 P11 P11 150 90 150 90 150 90 150 90 150 90 150 90 150 90 150 90 270 360 360 270 250 120 250 120 250 120 250 120 RÜZGARLIK Z11 RÜZGARLIK DUTY FREE DUTY FREE DUTY FREE TEKEL Z06 Z07 Z08 Z09 Z10 120 250 P11 VERI GIRIS-ÖZEL BEYAN BILGISAYAR SALONU ÇAY OFISI Z15 Z16 UND Z14 TRIPTIK MANIFESTO TIR AKTAR. Z13 ULASTIRMA Z12 270 360 360 270 CK6 KAFETERYA Z05 CK6 120 250 P11 90 220 90 220 90 220 90 220 90 220 90 220 K1 K1 K1 K1 K1 K1 120 CK8 270 P7 240 150 265 CK14 340 170 CK9 220 100 K4 220 90 K1 220 80 K2 220 KORIDOR B.WC Z19 Z20 80 K2 220 90 220 90 K1 220 BN.WC Z18 HOL Z17 -4.50 HOL Z02 ±0.00 25 26 23 24 21 22 18 19 20 16 17 14 15 12 13 11 9 10 6 7 8 4 5 2 3 1 385 CK10 340 PTT Z33 HOL Z02 MUTFAK Z04 240 P7 150 80 K2 220 2 1 4 3 7 6 5 10 9 8 12 11 13 ±0.00 15 14 17 16 18 21 20 19 90 220 Figure 6.4: Ground Floor Plan of Gürbulak Customs Building (Courtesy of TEPE Construction Co., 2002) P7 240 150 K1 265 CK14 340 170 CK9 220 100 K4 220 90 K1 220 90 K1 220 90 K1 220 90 K1 220 90 K1 220 90 K1 220 122 K1 90 220 KAYIT BEYAN TESCIL TESCIL YRD. DOLU-BOS ÇIKIS VEZNE GIRIS MUDUR SEKRETER MÜDÜR Z27 Z26 Z25 Z24 Z23 Z22 Z21 RESTORAN Z03 120 250 P11 CK6 CK6 270 360 360 270 120 250 P11 RÜZGARLIK Z28 DUTY FREE DUTY FREE DUTY FREE BANKA Z32 Z31 Z30 Z29 RÜZGARLIK Z01 150 90 250 120 250 120 250 120 250 120 90 150 90 150 90 150 90 150 90 150 90 150 90 150 360 270 360 270 P3 P3 P3 P3 P3 P3 P3 P3 CK6 CK6 P11 P11 P11 P11 180 90 180 90 180 90 180 90 180 90 180 90 180 90 90 180 P8 P8 P8 P8 P8 P8 P8 P8
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REPRESENTING INFORMATION FLOW IN BU
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ABSTRACT REPRESENTING INFORMATION F
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ACKNOWLEDGEMENTS Foremost, I would
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2.2.3.4 Types of Information Models
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5.3.3.1 Classification According to
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8.3 Suggestions for Further Researc
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LIST OF FIGURES Figure 1.1: A Gener
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Figure 6.13: Initial Parameter-base
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in many building projects. This is
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process modeling method for buildin
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educational approaches, studies of
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2. COLLABORATIVE DESIGN RESEARCH IN
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graphical interface to the Internet
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member are not agreed to by other m
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There is also considerable interest
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models are interdependent and they
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5. Incomplete, uncertain, and untim
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2.2.3.3 Advantages of the Informati
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process development effort is highl
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emerge at the early 1970s, moved aw
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the GDCPP. From the point of view o
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3.2.1 Network Models Network models
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interpreted as resources. The idea
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(1999) applied these concepts to a
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Input Figure 3.5: A Generic IDEF0 D
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world with an independent existence
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Figure 3.7: A Generic UML Activity
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side indicating the scheduled start
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4. DESIGN STRUCTURE MATRIX METHOD T
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need to be made. No optimal method
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aim is to move the above diagonal m
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is built, it can serve as a platfor
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4.2.1 Component-based DSM System en
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epresenting them as connections bet
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Kusiak, 1996). While the DSM can be
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since high-level processes sometime
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(a) (b) Figure 4.6: A Parameter-bas
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2. Importance ratings: A scale can
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Besides adding extra attributes to
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versions of the model a binary info
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problem without the framework model
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select a task for decomposition and
Page 85 and 86: developed such as interaction chart
Page 87 and 88: contracts. In current practice for
Page 89 and 90: completed. The former is called une
Page 91 and 92: Browning, 1998) found that addition
Page 93 and 94: A parameter-based DSM may provide i
Page 95 and 96: 5.2.2 Process Integration The situa
Page 97 and 98: Figure 5.1: Two Coupled Activities
Page 99 and 100: Although representing parameter val
Page 101 and 102: 5.3.1 Assumptions and Scope of the
Page 103 and 104: In order to develop the IFC specifi
Page 105 and 106: object must support a variety of AE
Page 107 and 108: Figure 5.6: Four different Views of
Page 109 and 110: countries which have a classificati
Page 111 and 112: process integration. Therefore, in
Page 113 and 114: technical terms. Furthermore, some
Page 115 and 116: the DSM and to denote the performan
Page 117 and 118: ased DSM. Since such DSMs are low-l
Page 119 and 120: modeling of information management
Page 121 and 122: Architect Design Engineers User Int
Page 123 and 124: Figure 5.12: A Workflow Proposal fo
Page 125 and 126: study, which analyzes elevator desi
Page 127 and 128: parameters were defined according t
Page 129 and 130: plenum, hangers, and wall angles. T
Page 131 and 132: suspension system. Fittings support
Page 133 and 134: constraints to the integrated syste
Page 135: leaded by a chief engineer. Design
Page 139 and 140: Infrastructure design: 2 people At
Page 141 and 142: 6.4.4.1 The Design Configuration Th
Page 143 and 144: parameter relationships. However, o
Page 145 and 146: Study Feasibility A1 Select Suspend
Page 147 and 148: Figure 6.7: An IDEF0 Model of Suspe
Page 149 and 150: Figure 6.9: An IDEF0 Model of Suspe
Page 151 and 152: Figure 6.10: An Example System Desc
Page 153 and 154: Performance Requirements System Lev
Page 155 and 156: Performance Requirements System Lev
Page 157 and 158: Thermal Performance Lighting Perfor
Page 159 and 160: 6.5 Results and Discussion 6.5.1 Ob
Page 161 and 162: plenum. Several different schemes m
Page 163 and 164: 6.5.3 A Comparison between the Asse
Page 165 and 166: performance requirements drive desi
Page 167 and 168: finding supports the comments made
Page 169 and 170: applied by an electric driving mach
Page 171 and 172: surfaces. One rail is installed on
Page 173 and 174: Elevator design process begins with
Page 175 and 176: Having decided the car, hoistway, a
Page 177 and 178: 4. It is assumed that there is no n
Page 179 and 180: 2. Occasionally, different design p
Page 181 and 182: Figure 7.2: The Context Diagram of
Page 183 and 184: Figure 7.4: An IDEF0 Model of Eleva
Page 185 and 186: Figure 7.6: An IDEF0 Model of Detai
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System Level Parameters Analyze Ele
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Building Type Building Style Tenanc
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time, round trip time, and number o
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there are large cycles. This sugges
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such formulas than suspended ceilin
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Furthermore, it was observed in the
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3. In order to deal with large DSMs
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observed in the case studies includ
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while an aircraft or ship may have
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developers can use the method to in
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Baldwin, A. N., Austin, S., Hassan,
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Denker, S., Steward, D. and Brownin
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Karhu, V. (2001). A Model based App
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Problematics. (2003). Problematics
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Suh, N. P. (1998). Axiomatic Design
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January 20, 2003, from http://www.c
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A.1 Classification of Building Part
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• Time (aesthetic service life)
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B.1 Suspended Ceiling Design Parame
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Panel Acoustics NRC: Noise Reductio
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B.2 Elevator Design Parameter Defin
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Floor Area: The areas of the floors
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UpPeak Interval: The interval betwe
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C.1 A Computer Program For Building
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Figure 3. Unpartitioned Matrix The
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'fill in matrix titles For counter
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4. Open the sheet “partitioned DS
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End With For i = 1 To n Cells(i + 2
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End If Next j total_row(i) = k 'ass
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