6.3 Suspended Ceiling Design Process - Bilkent University

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Car Handrail Surface Finish: The finish applied to the handrail in the elevator car. Car Handrail Type: The type of handrail used in the elevator car. Car Height: The inside vertical distance between the entrance threshold and the constructional roof of the car. Light fittings and false ceilings are accommodated within this dimension. Car Lighting Type: The type of lighting applied in the elevator car. Car Mirror Height: The height of the mirror. Car Mirror Position: The position of the mirror within the elevator car. Car Mirror Type: The type of mirror placed within the elevator car. Car Mirror Width: The width of the mirror. Car Operating Station Display Type: The type of display used in the car operating station. Car Operating Station Panel Finish: The finish applied to the panel in the car operating station. Car Operating Station Panel Type: The type of panel used in the car operating station. Car Panel Finish: The finish applied to the vertical panels of the elevator car. Car Width: The horizontal dimensions between the inner surfaces of the car walls measured parallel to the front entrance and at 1m above the car floor. Clear Overhead: The distance between the maximum vertical point of travel of the elevator and the upper bounding surface of the hoistway. Contract Capacity: The maximum rated load carrying capacity of a passenger elevator in terms of the number of passengers. Contract Speed: The maximum speed at which an elevator is contracted to travel. Counterweight: A weight which counterbalances the weight of an elevator car plus approximately 40% of the capacity load. Door Opening/Closing Time: The time required for opening and closing elevator doors. Elevator Type: The type of elevator in terms of its main usage and the means for powering the elevator. 213
Floor Area: The areas of the floors served by the elevator. Floor Cycle Time: The time taken by an elevator to travel between two adjacent floors including door opening and closing times. Guide Rail Fixing Positions: Fixing positions of the guide rails to the structure below. Guide Rail Support Centres: The centres of the guides. Guide Rail Support Loads: The load imposed by the movement of cables within the guides that must be resisted by the structure. Hoistway Depth: The horizontal distance between the inner surfaces of the hoistway walls measured parallel to the car depth. Hoistway Finishes: The finish applied to the hoistway walls. Hoistway Height: The vertical distance from the lower bounding surface of the hoistway to the upper bounding surface. Hoistway Width: The horizontal distance between the inner surfaces of the hoistway walls measured parallel to the car width. Width may be single, double, triple etc. Landing Clearance: The horizontal distance between the elevator car and the landing sill. Landing Fixtures: Fixtures typically placed on an elevator landing such as push buttons, position and direction indicators, and hall lanterns. Lifting Beam Load: The load that must be borne by the lifting beam. Lifting Beam Position: The position of the lifting beam. Lifting Beam Size: The size of the lifting beam. Machine Room Depth: The horizontal dimension of the machine room measured parallel to the car depth. Machine Room Headroom: The vertical distance between the lower bounding surface of the machine room and the underside of the lifting beam. Machine Room Height: The vertical distance between the finished machine room floor above the well and the machine room ceiling including any lifting beam height. Machine Room Position: The location of the machine room. Machine Room Width: The horizontal dimension of the machine room measured parallel to the car width. 214
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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
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developed such as interaction chart
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contracts. In current practice for
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completed. The former is called une
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Browning, 1998) found that addition
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A parameter-based DSM may provide i
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5.2.2 Process Integration The situa
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Figure 5.1: Two Coupled Activities
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Although representing parameter val
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5.3.1 Assumptions and Scope of the
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In order to develop the IFC specifi
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object must support a variety of AE
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Figure 5.6: Four different Views of
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countries which have a classificati
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process integration. Therefore, in
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technical terms. Furthermore, some
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the DSM and to denote the performan
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ased DSM. Since such DSMs are low-l
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modeling of information management
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Architect Design Engineers User Int
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Figure 5.12: A Workflow Proposal fo
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study, which analyzes elevator desi
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parameters were defined according t
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plenum, hangers, and wall angles. T
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suspension system. Fittings support
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constraints to the integrated syste
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leaded by a chief engineer. Design
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P8 P8 P8 P8 P8 P8 P8 P8 180 90 180
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Infrastructure design: 2 people At
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6.4.4.1 The Design Configuration Th
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parameter relationships. However, o
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Study Feasibility A1 Select Suspend
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Figure 6.7: An IDEF0 Model of Suspe
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Figure 6.9: An IDEF0 Model of Suspe
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Figure 6.10: An Example System Desc
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Performance Requirements System Lev
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Performance Requirements System Lev
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Thermal Performance Lighting Perfor
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6.5 Results and Discussion 6.5.1 Ob
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plenum. Several different schemes m
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6.5.3 A Comparison between the Asse
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performance requirements drive desi
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finding supports the comments made
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applied by an electric driving mach
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surfaces. One rail is installed on
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Elevator design process begins with
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Having decided the car, hoistway, a
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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
Page 187 and 188: System Level Parameters Analyze Ele
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Page 191 and 192: time, round trip time, and number o
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Page 197 and 198: Furthermore, it was observed in the
Page 199 and 200: 3. In order to deal with large DSMs
Page 201 and 202: observed in the case studies includ
Page 203 and 204: while an aircraft or ship may have
Page 205 and 206: developers can use the method to in
Page 207 and 208: Baldwin, A. N., Austin, S., Hassan,
Page 209 and 210: Denker, S., Steward, D. and Brownin
Page 211 and 212: Karhu, V. (2001). A Model based App
Page 213 and 214: Problematics. (2003). Problematics
Page 215 and 216: Suh, N. P. (1998). Axiomatic Design
Page 217 and 218: January 20, 2003, from http://www.c
Page 219 and 220: A.1 Classification of Building Part
Page 221 and 222: • Time (aesthetic service life)
Page 223 and 224: B.1 Suspended Ceiling Design Parame
Page 225 and 226: Panel Acoustics NRC: Noise Reductio
Page 227: B.2 Elevator Design Parameter Defin
Page 231 and 232: UpPeak Interval: The interval betwe
Page 233 and 234: C.1 A Computer Program For Building
Page 235 and 236: Figure 3. Unpartitioned Matrix The
Page 237 and 238: 'fill in matrix titles For counter
Page 239 and 240: 4. Open the sheet “partitioned DS
Page 241 and 242: End With For i = 1 To n Cells(i + 2
Page 243 and 244: End If Next j total_row(i) = k 'ass
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6.3 Suspended Ceiling Design Process - Bilkent University

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