超高层建筑电梯流量分析

长流片区1604地块电梯流量分析
Analysis
Concepts
1 Traffic
The vertical transportation system of modern high rise buildings made up of elevators and escalators is as important to the operation of the building as an efficient metro system is to a modern city. As such the expected demand and traffic flow must be considered during building design and planning. The term commonly used to describe this process for the vertical transportation system is “Traffic Analysis”
由电梯和扶梯组成的高层建筑的垂直运输系统对建筑物的运作效率是非常重要的，就像交通系统对于一个城市的重要性一样。

在建筑物设计和计划中我们必须考虑其需求和人流量。

我们通常用“流量分析”一词来描述建筑物的垂直运输系统的这个过程。

1.1 System Performance Parameters
The following key parameters are used to define the quality and quantity of service provided by an elevator system.
以下几个关键的性能参数用来定义电梯服务的质量。

Average Waiting Time – AWT 平均等待时间
Time to Destination – TTD 到达目的楼层时间
5-Minute Handling Capacity – HC5% 5分钟运输能力
Journey Time
Time to Destination
Waiting Time
Transit Time
Walking Time Standing Time
' Call registration Doors opening (Doors opening (
' Passenger arrives Passenger alights (
Average Waiting Time (AWT): This is the average time from the moment of registering a call until the responding elevator doors begin to open. Excessive waiting times indicate poor system performance and cause passenger frustration.
平均候梯时间(AWT):从乘客在厅站登记呼梯信号到相应的电梯门开始打开的平均时间. 过长等候时间说明电梯系统运行性能差，会影响乘客的情绪。

Time to Destination (TTD): This is the sum of waiting time plus transit time, where transit time is the time the responding elevator doors begin to open to the time the doors begin to open again at the passenger’s destination.
到达目的楼层时间(TTD):到达目的楼层时间是等待时间和运行时间的总和，其中运行时间指的是电梯开门响应召唤开始一直到电梯到达乘客的目的楼层再次打开门的时间。

5-Minute Handling Capacity (HC5%): This is the total number of passengers who are transported in a 5 minute period expressed as a percentage of the total population serviced by the elevator system. The value normally used is that for the peak 5 minute period as shown in the graph below.
五分钟运输能力(HC5% )：指电梯系统在五分钟内能运输的人数占电梯服务楼层总人数的百分比。

这个数值通常指达到最高峰流量时的5分钟运输能力，如下面图表所示：
1.2 Building Considerations
Depending on the building type the traffic patterns will differ and as such the traffic analysis must be tailored to suit the building.
根据建筑的类型，将会有不同的交通模式，同样交通流量分析也必须根据建筑物来量体裁衣。

For office buildings it is generally accepted that if a system can cope adequately with the up-peak condition it will function satisfactorily at other times of day. Historically this has shown to be accurate however with the advent of destination based control systems this is not necessarily true for all applications.
作为办公楼，我们通常认为如果电梯系统可以充分满足上行高峰时的运行要求，它也可以满足其它时间段的运行要求。

在目的楼层控制系统诞生前这种说法被说明是正确的，但是现在他已经不适用于所有的状况了。

For residential applications such as apartments and hotels the most onerous traffic condition is two-way traffic. In apartment blocks this is typified by the afternoon or early evening period where people are arriving home from work and going out for the evening, alternatively in hotels this is the morning peak period where some guests are going to and from breakfast whilst others are going to reception to check out.
在居住项目中如酒店和公寓最繁忙的交通情况是两种交通模式。

在公寓楼里这主要是指下午或者傍晚时段，当人们下班回家和出去参加晚会，在酒店来说，流量高峰指指的是早晨高峰时段，此时一些乘客出去或者去吃早餐同时一些人去前台办理离店。

ThyssenKrupp Elevator recommendations for design and performance criteria for offices, hotels and apartments are given in Section2.
蒂森克虏伯电梯在办公、酒店和住宅项目中就设计电梯性能参数提供了一些建议，请参照第二部分。

2 Design Criteria Proposal
2.1 TKE design proposal for office buildings TKE对办公建筑电梯的设计建议
(up peak traffic: 100% up) building are as follows:上行高峰流量：100%，如下：
Quality Level 质量等级Nominal Travel
Time (s)名义在
途时间
5 min Handling
Capacity %
5分钟处理能力
Average Waiting
Time (s)平均等待
时间
Average Time to
Destination (s)
平均到站时间
Excellent 20 – 25 15 -17 20 - 25 60 - 90 Good 25 – 30 12 - 15 25 - 30 80 - 100 Satisfactory 35 – 40 10 - 12 35 - 40 110 - 120
2.2 TKE design proposal for a hotels TKE对酒店电梯的设计建议
(2 way traffic: 50% up + 50% down) building are as follows:上行50%+下行50%，如下：
Quality Level Nominal Travel
Time (s)
名义在途时间5 min Handling
Capacity %
5分钟处理能力
Average Waiting
Time (s) 平均等待
时间
Average Time to
Destination (s)
平均到站时间
Excellent 25 – 30 15 -17 25 - 30 70 - 90
Good 30 – 35 12 - 15 30 - 35 90 - 110
Satisfactory 35 – 40 10 - 12 35 - 40 110 - 120
2.3 TKE design proposal for residential/apartment buildings TKE对住宅/公寓
电梯的设计建议
(2 way traffic: 50% incoming + 50% outgoing) building are as follows:50%进入+50%外
出，如下：
Quality Level Nominal Travel
Time (s)
名义在途时间5 min Handling
Capacity %
5分钟处理能力
Average Waiting
Time (s)
平均等待时间
Average Time to
Destination (s)
平均到站时间
Excellent 30 – 35 > 8 25 - 30 70 - 90 Good 35 – 40 6 - 7 30 - 40 90 - 110 Satisfactory 40 – 45 5 - 6 40 - 45 110 - 120
Results
Analysis
3 Traffic
Traffic Analysis Results
of
3.1 Summary
1.下面是ELEVATE软件基于所提供长流片区1604地块参数
(方案一)：商业裙房及单体塔楼
1--3层为商业裙房,每层建筑面积约5000平米,层高5米,交通工具为是电扶梯。

塔楼每层建筑面积约2800平米,层高3.7米。

塔楼4—19层为写字楼，20层为避难层，21—33层为商务公寓楼并配套有相应的餐饮业、娱乐设施等。

作人数估计：
1) 写字楼（4-19层）按每层建筑面积2800平方，实际使用面积75%,人均使用面积12平方，每层人数为: 2800×0.7/12=175人。

按照80％的出勤率，每层按140人计算,则写字楼总人数为: 140×16=2240人；
2) 商务公寓楼（21-33层）每层人数为50人,则商务公寓总人数为：50×13＝650人。

解决方案：
1) 写字楼4～19层,分为高、低区，共9台客梯。

4台低区电梯停－1层、1层、4～11
层，载重1600kg，速度1.75m/s；5台高区电梯停－1层、1层、12～19层，载重
1350kg,速度2.5m/s。

2) 商务公寓楼21～33层，共4台客梯，停－1层、1层、20～33层,载重1000Kg，速
度2.5m/s。

以写字楼电梯组作上行高峰流量100%，商务公寓电梯组作50%进入+50%外出的流量分析，下表中列出了分析的概要：
写字楼商务公寓
方案3
低区高区
NO. of lifts 梯台数 4 5 4
Rated load(kg) 载重1600 1350 1000 Speed(m/s) 速度 1.75 2.5 2.5 Served Floor 服务楼层-1,1,4~11 -1,1,12~19 -1,1,20~33 Peak HC5% 5分钟处理能力10 10 6
Average Waiting Time (s)
35.5 34.4 36.3
平均等待时间
Average Time to Destination (s)
122.3 124.3 110.8
平均到站时间
详细的分析结果见附页。

Elevate Version 7.18.1 TK
ANALYSIS DATA
Analysis Type Simulation
Measurement system Metric
Dispatcher Algorithm Group Collective Traffic mode: Up peak 1
Time slice between simulation calculations (s)0.10
No of time slices between screen updates10
No of simulations to run for each configuration10
Random number seed for passenger generator1
BUILDING DATA
Floor Name Floor Height (m)
Level -1 4.50
Level 1 5.00
Level 2 5.00
Level 3 5.00
Level 4 3.70
Level 5 3.70
Level 6 3.70
Level 7 3.70
Level 8 3.70
Level 9 3.70
Level 10 3.70
Level 11
ELEVATOR DATA
Car 1Car 2Car 3Car 4
Capacity (kg)1600160016001600
Speed (m/s) 1.75 1.75 1.75 1.75
Acceleration (m/s?0.80 0.80 0.80 0.80
Jerk (m/s? 1.60 1.60 1.60 1.60
Home Floor Level 1Level 1Level 1Level 1
Start Delay (s)0.50 0.50 0.50 0.50
Door Pre-opening Time (s)0.00 0.00 0.00 0.00
Door Open Time (s) 1.80 1.80 1.80 1.80
Door Close Time (s) 2.90 2.90 2.90 2.90
Door Dwell 1 (s) 3.00 3.00 3.00 3.00
Door Dwell 2 (s) 2.00 2.00 2.00 2.00
Floors served Car 1Car 2Car 3Car 4
Level -1Yes Yes Yes Yes
Level 1Yes Yes Yes Yes
Level 2No No No No
Level 3No No No No
Level 4Yes Yes Yes Yes
Level 5Yes Yes Yes Yes
Level 6Yes Yes Yes Yes
Level 7Yes Yes Yes Yes
Level 8Yes Yes Yes Yes
Level 9Yes Yes Yes Yes
Level 10Yes Yes Yes Yes
Level 11Yes Yes Yes Yes
Elevate Version 7.18.1 TK
PASSENGER DATA
Arrangement Conventional for Single Deck elevators
Template Constant traffic (% building pop per 5 mins)
Total HC (% pop per 5 mins)10.00
Incoming (%) 100.00
Outgoing (%) 0.00
Interfloor (%) 0.00
Start Time (hrs:mins)11:00
End Time (hrs:mins)11:15
Passenger Mass (kg)75
Loading Time (s) 1.20
Unloading Time (s) 1.20
Stair Factor (%)0.00
Capacity Factor (%)85.00
Floor Name No of people Area (m?Area/person Entrance Bias
Level -108.00
Level 1092.00
Level 200.00
Level 300.00
Level 41400.00
Level 51400.00
Level 61400.00
Level 71400.00
Level 81400.00
Level 91400.00
Level 101400.00
Level 111400.00
Elevate Version 7.18.1 TK
Elevate Version 7.18.1 TK
Elevate Version 7.18.1 TK
ANALYSIS DATA
Analysis Type Simulation
Measurement system Metric
Dispatcher Algorithm Group Collective Traffic mode: Up peak 1
Time slice between simulation calculations (s)0.10
No of time slices between screen updates10
No of simulations to run for each configuration10
Random number seed for passenger generator1
BUILDING DATA
Floor Name Floor Height (m)
Level -1 4.50
Level 1 5.00
Level 2 5.00
Level 3 5.00
Level 4 3.70
Level 5 3.70
Level 6 3.70
Level 7 3.70
Level 8 3.70
Level 9 3.70
Level 10 3.70
Level 11 3.70
Level 12 3.70
Level 13 3.70
Level 14 3.70
Level 15 3.70
Level 16 3.70
Level 17 3.70
Level 18 3.70
Level 19
ELEVATOR DATA
Car 1Car 2Car 3Car 4Car 5
Capacity (kg)13501350135013501350
Speed (m/s) 2.50 2.50 2.50 2.50 2.50
Acceleration (m/s?0.80 0.80 0.80 0.80 0.80
Jerk (m/s? 1.60 1.60 1.60 1.60 1.60
Home Floor Level 1Level 1Level 1Level 1Level -1
Start Delay (s)0.50 0.50 0.50 0.50 0.50
Door Pre-opening Time (s)0.00 0.00 0.00 0.00 0.00
Door Open Time (s) 1.80 1.80 1.80 1.80 1.80
Door Close Time (s) 2.90 2.90 2.90 2.90 2.90
Door Dwell 1 (s) 3.00 3.00 3.00 3.00 3.00
Door Dwell 2 (s) 2.00 2.00 2.00 2.00 2.00
Floors served Car 1Car 2Car 3Car 4Car 5
Level -1Yes Yes Yes Yes Yes
Level 1Yes Yes Yes Yes Yes
Level 2No No No No No
Level 3No No No No No
Level 4No No No No No
Level 5No No No No No
Level 6No No No No No
Level 7No No No No No
Level 8No No No No No
Level 9No No No No No
Level 10No No No No No
Level 11No No No No No
Level 12Yes Yes Yes Yes Yes
Level 13Yes Yes Yes Yes Yes
Level 14Yes Yes Yes Yes Yes
Level 15Yes Yes Yes Yes Yes
Level 16Yes Yes Yes Yes Yes
Level 17Yes Yes Yes Yes Yes
Level 18Yes Yes Yes Yes Yes
Level 19Yes Yes Yes Yes Yes
Elevate Version 7.18.1 TK
PASSENGER DATA
Arrangement Conventional for Single Deck elevators
Template Constant traffic (% building pop per 5 mins)
Total HC (% pop per 5 mins)10.00
Incoming (%) 100.00
Outgoing (%) 0.00
Interfloor (%) 0.00
Start Time (hrs:mins)11:00
End Time (hrs:mins)11:15
Passenger Mass (kg)75
Loading Time (s) 1.20
Unloading Time (s) 1.20
Stair Factor (%)0.00
Capacity Factor (%)85.00
Floor Name No of people Area (m?Area/person Entrance Bias
Level -108.00
Level 1092.00
Level 200.00
Level 300.00
Level 400.00
Level 500.00
Level 600.00
Level 700.00
Level 800.00
Level 900.00
Level 1000.00
Level 1100.00
Level 121400.00
Level 131400.00
Level 141400.00
Level 151400.00
Level 161400.00
Level 171400.00
Level 181400.00
Level 191400.00
Elevate Version 7.18.1 TK
Elevate Version 7.18.1 TK
Elevate Version 7.18.1 TK
ANALYSIS DATA
Analysis Type Simulation
Measurement system Metric
Dispatcher Algorithm Group Collective Traffic mode: Up peak 1
Time slice between simulation calculations (s)0.10
No of time slices between screen updates10
No of simulations to run for each configuration10
Random number seed for passenger generator1
BUILDING DATA
Floor Name Floor Height (m)
Level -1 4.50
Level 1 5.00
Level 2 5.00
Level 3 5.00
Level 4 3.70
Level 5 3.70
Level 6 3.70
Level 7 3.70
Level 8 3.70
Level 9 3.70
Level 10 3.70
Level 11 3.70
Level 12 3.70
Level 13 3.70
Level 14 3.70
Level 15 3.70
Level 16 3.70
Level 17 3.70
Level 18 3.70
Level 19 3.70
Level 20 3.70
Level 21 3.70
Level 22 3.70
Level 23 3.70
Level 24 3.70
Level 25 3.70
Level 26 3.70
Level 27 3.70
Level 28 3.70
Level 29 3.70
Level 30 3.70
Level 31 3.70
Level 32 3.70
Level 33
ELEVATOR DATA
Car 1Car 2Car 3Car 4
Capacity (kg)1000100010001000
Speed (m/s) 2.50 2.50 2.50 2.50
Acceleration (m/s?0.80 0.80 0.80 0.80
Jerk (m/s? 1.60 1.60 1.60 1.60
Home Floor Level 1Level 1Level 1Level 1
Start Delay (s)0.50 0.50 0.50 0.50
Door Pre-opening Time (s)0.00 0.00 0.00 0.00
Door Open Time (s) 1.80 1.80 1.80 1.80
Door Close Time (s) 2.90 2.90 2.90 2.90
Door Dwell 1 (s) 3.00 3.00 3.00 3.00
Door Dwell 2 (s) 2.00 2.00 2.00 2.00
Elevate Version 7.18.1 TK Floors served Car 1Car 2Car 3Car 4
Level -1Yes Yes Yes Yes
Level 1Yes Yes Yes Yes
Level 2No No No No
Level 3No No No No
Level 4No No No No
Level 5No No No No
Level 6No No No No
Level 7No No No No
Level 8No No No No
Level 9No No No No
Level 10No No No No
Level 11No No No No
Level 12No No No No
Level 13No No No No
Level 14No No No No
Level 15No No No No
Level 16No No No No
Level 17No No No No
Level 18No No No No
Level 19No No No No
Level 20Yes Yes Yes Yes
Level 21Yes Yes Yes Yes
Level 22Yes Yes Yes Yes
Level 23Yes Yes Yes Yes
Level 24Yes Yes Yes Yes
Level 25Yes Yes Yes Yes
Level 26Yes Yes Yes Yes
Level 27Yes Yes Yes Yes
Level 28Yes Yes Yes Yes
Level 29Yes Yes Yes Yes
Level 30Yes Yes Yes Yes
Level 31Yes Yes Yes Yes
Level 32Yes Yes Yes Yes
Level 33Yes Yes Yes Yes
Elevate Version 7.18.1 TK
PASSENGER DATA
Arrangement Conventional for Single Deck elevators
Template Constant traffic (% building pop per 5 mins)
Total HC (% pop per 5 mins) 6.00
Incoming (%) 50.00
Outgoing (%) 50.00
Interfloor (%) 0.00
Start Time (hrs:mins)11:00
End Time (hrs:mins)11:15
Passenger Mass (kg)75
Loading Time (s) 1.20
Unloading Time (s) 1.20
Stair Factor (%)0.00
Capacity Factor (%)80.00
Floor Name No of people Area (m?Area/person Entrance Bias
Level -108.00
Level 1092.00
Level 200.00
Level 300.00
Level 400.00
Level 500.00
Level 600.00
Level 700.00
Level 800.00
Level 900.00
Level 1000.00
Level 1100.00
Level 1200.00
Level 1300.00
Level 1400.00
Level 1500.00
Level 1600.00
Level 1700.00
Level 1800.00
Level 1900.00
Level 2000.00
Level 21500.00
Level 22500.00
Level 23500.00
Level 24500.00
Level 25500.00
Level 26500.00
Level 27500.00
Level 28500.00
Level 29500.00
Level 30500.00
Level 31500.00
Level 32500.00
Level 33500.00
Elevate Version 7.18.1 TK
Elevate Version 7.18.1 TK
A company
of ThyssenKrupp Elevator
ThyssenKrupp Aufzugswerke
(方案二)：商业裙房及双体塔楼
1--3层为商业裙房,每层建筑面积约5000平米, 层高5米,交通工具为是电扶梯。

4—31层为双体塔楼，其中一栋为写字楼，另一栋为商务公寓楼，每栋每层建筑面积约1400平米, 层高3.7米。

作人数估计：
1) 写字楼（4-31层）按每层建筑面积1400平方，实际使用面积75%,人均使用面积12平方，每层人数为:1400×0.75/12=88人。

按照80％的出勤率，每层按70人计算,则写字楼总人数为: 70×28=1960人；
2) 商务公寓（4-31层）每层人数为25人,则商务公寓总人数为：25×28＝700人。

解决方案
1) 写字楼共10台客梯，分低区和高区。

其中5台低区,停－1层、1层、4～18层，载
重1600kg，速度1.75m/s；5台高区,停－1层、1层、19～31层，载重1600kg，速度
2.5m/s。

2) 商务公寓楼共3台客梯，停－1层、1层、4～31层,载重1150kg，速度2.5m/s。

以写字楼电梯组作上行高峰流量100%，商务公寓电梯组作50%进入+50%外出的流量分析，下表中列出了分析的概要：
写字楼
商务公寓
低区高区
NO. of lifts 梯台数 5 5 3
Rated load(kg) 载重1600 1600 1150
Speed(m/s) 速度 1.75 2.5 2.5
Served Floor 服务楼层-1,1,4~18 -1,1,19~31 -1,1,4~31
Peak HC5% 5分钟处理能力10 10 5
Average Waiting Time (s)
平均等待时间
38.4 30.0 45.0 Average Time to Destination (s)
平均到站时间
148.2 150.7 113.1
详细的分析结果见附页。

Elevate Version 7.18.1 TK
ANALYSIS DATA
Analysis Type Simulation
Measurement system Metric
Dispatcher Algorithm Group Collective Traffic mode: Up peak 1
Time slice between simulation calculations (s)0.10
No of time slices between screen updates10
No of simulations to run for each configuration10
Random number seed for passenger generator1
BUILDING DATA
Floor Name Floor Height (m)
Level -1 4.50
Level 1 5.00
Level 2 5.00
Level 3 5.00
Level 4 3.70
Level 5 3.70
Level 6 3.70
Level 7 3.70
Level 8 3.70
Level 9 3.70
Level 10 3.70
Level 11 3.70
Level 12 3.70
Level 13 3.70
Level 14 3.70
Level 15 3.70
Level 16 3.70
Level 17 3.70
Level 18
ELEVATOR DATA
Car 1Car 2Car 3Car 4Car 5
Capacity (kg)16001600160016001600
Speed (m/s) 1.75 1.75 1.75 1.75 1.75
Acceleration (m/s?0.80 0.80 0.80 0.80 0.80
Jerk (m/s? 1.60 1.60 1.60 1.60 1.60
Home Floor Level 1Level 1Level 1Level 1Level -1
Start Delay (s)0.50 0.50 0.50 0.50 0.50
Door Pre-opening Time (s)0.00 0.00 0.00 0.00 0.00
Door Open Time (s) 1.80 1.80 1.80 1.80 1.80
Door Close Time (s) 2.90 2.90 2.90 2.90 2.90
Door Dwell 1 (s) 3.00 3.00 3.00 3.00 3.00
Door Dwell 2 (s) 2.00 2.00 2.00 2.00 2.00
Floors served Car 1Car 2Car 3Car 4Car 5
Level -1Yes Yes Yes Yes Yes
Level 1Yes Yes Yes Yes Yes
Level 2No No No No No
Level 3No No No No No
Level 4Yes Yes Yes Yes Yes
Level 5Yes Yes Yes Yes Yes
Level 6Yes Yes Yes Yes Yes
Level 7Yes Yes Yes Yes Yes
Level 8Yes Yes Yes Yes Yes
Level 9Yes Yes Yes Yes Yes
Level 10Yes Yes Yes Yes Yes
Level 11Yes Yes Yes Yes Yes
Level 12Yes Yes Yes Yes Yes
Level 13Yes Yes Yes Yes Yes
Level 14Yes Yes Yes Yes Yes
Level 15Yes Yes Yes Yes Yes
Level 16Yes Yes Yes Yes Yes
Level 17Yes Yes Yes Yes Yes
Level 18Yes Yes Yes Yes Yes
Elevate Version 7.18.1 TK
PASSENGER DATA
Arrangement Conventional for Single Deck elevators
Template Constant traffic (% building pop per 5 mins)
Total HC (% pop per 5 mins)10.00
Incoming (%) 100.00
Outgoing (%) 0.00
Interfloor (%) 0.00
Start Time (hrs:mins)11:00
End Time (hrs:mins)11:15
Passenger Mass (kg)75
Loading Time (s) 1.20
Unloading Time (s) 1.20
Stair Factor (%)0.00
Capacity Factor (%)85.00
Floor Name No of people Area (m?Area/person Entrance Bias
Level -108.00
Level 1092.00
Level 200.00
Level 300.00
Level 4700.00
Level 5700.00
Level 6700.00
Level 7700.00
Level 8700.00
Level 9700.00
Level 10700.00
Level 11700.00
Level 12700.00
Level 13700.00
Level 14700.00
Level 15700.00
Level 16700.00
Level 17700.00
Level 18700.00
Elevate Version 7.18.1 TK
Elevate Version 7.18.1 TK
Elevate Version 7.18.1 TK
ANALYSIS DATA
Analysis Type Simulation
Measurement system Metric
Dispatcher Algorithm Group Collective Traffic mode: Up peak 1
Time slice between simulation calculations (s)0.10
No of time slices between screen updates10
No of simulations to run for each configuration10
Random number seed for passenger generator1
BUILDING DATA
Floor Name Floor Height (m)
Level -1 4.50
Level 1 5.00
Level 2 5.00
Level 3 5.00
Level 4 3.70
Level 5 3.70
Level 6 3.70
Level 7 3.70
Level 8 3.70
Level 9 3.70
Level 10 3.70
Level 11 3.70
Level 12 3.70
Level 13 3.70
Level 14 3.70
Level 15 3.70
Level 16 3.70
Level 17 3.70
Level 18 3.70
Level 19 3.70
Level 20 3.70
Level 21 3.70
Level 22 3.70
Level 23 3.70
Level 24 3.70
Level 25 3.70
Level 26 3.70
Level 27 3.70
Level 28 3.70
Level 29 3.70
Level 30 3.70
Level 31
ELEVATOR DATA
Car 1Car 2Car 3Car 4Car 5
Capacity (kg)16001600160016001600
Speed (m/s) 2.50 2.50 2.50 2.50 2.50
Acceleration (m/s?0.80 0.80 0.80 0.80 0.80
Jerk (m/s? 1.60 1.60 1.60 1.60 1.60
Home Floor Level 1Level 1Level 1Level 1Level 1
Start Delay (s)0.50 0.50 0.50 0.50 0.50
Door Pre-opening Time (s)0.00 0.00 0.00 0.00 0.00
Door Open Time (s) 1.80 1.80 1.80 1.80 1.80
Door Close Time (s) 2.90 2.90 2.90 2.90 2.90
Door Dwell 1 (s) 3.00 3.00 3.00 3.00 3.00
Door Dwell 2 (s) 2.00 2.00 2.00 2.00 2.00
Elevate Version 7.18.1 TK Floors served Car 1Car 2Car 3Car 4Car 5
Level -1Yes Yes Yes Yes Yes
Level 1Yes Yes Yes Yes Yes
Level 2No No No No No
Level 3No No No No No
Level 4No No No No No
Level 5No No No No No
Level 6No No No No No
Level 7No No No No No
Level 8No No No No No
Level 9No No No No No
Level 10No No No No No
Level 11No No No No No
Level 12No No No No No
Level 13No No No No No
Level 14No No No No No
Level 15No No No No No
Level 16No No No No No
Level 17No No No No No
Level 18No No No No No
Level 19Yes Yes Yes Yes Yes
Level 20Yes Yes Yes Yes Yes
Level 21Yes Yes Yes Yes Yes
Level 22Yes Yes Yes Yes Yes
Level 23Yes Yes Yes Yes Yes
Level 24Yes Yes Yes Yes Yes
Level 25Yes Yes Yes Yes Yes
Level 26Yes Yes Yes Yes Yes
Level 27Yes Yes Yes Yes Yes
Level 28Yes Yes Yes Yes Yes
Level 29Yes Yes Yes Yes Yes
Level 30Yes Yes Yes Yes Yes
Level 31Yes Yes Yes Yes Yes
PASSENGER DATA
Arrangement Conventional for Single Deck elevators
Template Constant traffic (% building pop per 5 mins)
Total HC (% pop per 5 mins)10.00
Incoming (%) 100.00
Outgoing (%) 0.00
Interfloor (%) 0.00
Start Time (hrs:mins)11:00
End Time (hrs:mins)11:15
Passenger Mass (kg)75
Loading Time (s) 1.20
Unloading Time (s) 1.20
Stair Factor (%)0.00
Capacity Factor (%)85.00
Floor Name No of people Area (m?Area/person Entrance Bias
Level -108.00
Level 1092.00
Level 200.00
Level 300.00
Level 400.00
Level 500.00
Level 600.00
Level 700.00
Level 800.00
Level 900.00
Level 1000.00
Level 1100.00
Level 1200.00
Level 1300.00
Level 1400.00
Level 1500.00
Level 1600.00
Level 1700.00
Level 1800.00
Level 19700.00
Level 20700.00
Level 21700.00
Level 22700.00
Level 23700.00
Level 24700.00
Level 25700.00
Level 26700.00
Level 27700.00
Level 28700.00
Level 29700.00
Level 30700.00
Level 31700.00
Elevate Version 7.18.1 TK
Elevate Version 7.18.1 TK
Elevate Version 7.18.1 TK
ANALYSIS DATA
Analysis Type Simulation
Measurement system Metric
Dispatcher Algorithm Group Collective Traffic mode: Up peak 1
Time slice between simulation calculations (s)0.10
No of time slices between screen updates10
No of simulations to run for each configuration10
Random number seed for passenger generator1
BUILDING DATA
Floor Name Floor Height (m)
Level -1 4.50
Level 1 5.00
Level 2 5.00
Level 3 5.00
Level 4 3.70
Level 5 3.70
Level 6 3.70
Level 7 3.70
Level 8 3.70
Level 9 3.70
Level 10 3.70
Level 11 3.70
Level 12 3.70
Level 13 3.70
Level 14 3.70
Level 15 3.70
Level 16 3.70
Level 17 3.70
Level 18 3.70
Level 19 3.70
Level 20 3.70
Level 21 3.70
Level 22 3.70
Level 23 3.70
Level 24 3.70
Level 25 3.70
Level 26 3.70
Level 27 3.70
Level 28 3.70
Level 29 3.70
Level 30 3.70
Level 31
ELEVATOR DATA
Car 1Car 2Car 3
Capacity (kg)115011501150
Speed (m/s) 2.50 2.50 2.50
Acceleration (m/s?0.80 0.80 0.80
Jerk (m/s? 1.60 1.60 1.60
Home Floor Level 1Level 1Level 1
Start Delay (s)0.50 0.50 0.50
Door Pre-opening Time (s)0.00 0.00 0.00
Door Open Time (s) 1.80 1.80 1.80
Door Close Time (s) 2.90 2.90 2.90
Door Dwell 1 (s) 3.00 3.00 3.00
Door Dwell 2 (s) 2.00 2.00 2.00
Elevate Version 7.18.1 TK Floors served Car 1Car 2Car 3
Level -1Yes Yes Yes
Level 1Yes Yes Yes
Level 2No No No
Level 3No No No
Level 4Yes Yes Yes
Level 5Yes Yes Yes
Level 6Yes Yes Yes
Level 7Yes Yes Yes
Level 8Yes Yes Yes
Level 9Yes Yes Yes
Level 10Yes Yes Yes
Level 11Yes Yes Yes
Level 12Yes Yes Yes
Level 13Yes Yes Yes
Level 14Yes Yes Yes
Level 15Yes Yes Yes
Level 16Yes Yes Yes
Level 17Yes Yes Yes
Level 18Yes Yes Yes
Level 19Yes Yes Yes
Level 20Yes Yes Yes
Level 21Yes Yes Yes
Level 22Yes Yes Yes
Level 23Yes Yes Yes
Level 24Yes Yes Yes
Level 25Yes Yes Yes
Level 26Yes Yes Yes
Level 27Yes Yes Yes
Level 28Yes Yes Yes
Level 29Yes Yes Yes
Level 30Yes Yes Yes
Level 31Yes Yes Yes
PASSENGER DATA
Arrangement Conventional for Single Deck elevators
Template Constant traffic (% building pop per 5 mins)
Total HC (% pop per 5 mins) 5.00
Incoming (%) 50.00
Outgoing (%) 50.00
Interfloor (%) 0.00
Start Time (hrs:mins)11:00
End Time (hrs:mins)11:15
Passenger Mass (kg)75
Loading Time (s) 1.20
Unloading Time (s) 1.20
Stair Factor (%)0.00
Capacity Factor (%)80.00
Floor Name No of people Area (m?Area/person Entrance Bias
Level -108.00
Level 1092.00
Level 200.00
Level 300.00
Level 4250.00
Level 5250.00
Level 6250.00
Level 7250.00
Level 8250.00
Level 9250.00
Level 10250.00
Level 11250.00
Level 12250.00
Level 13250.00
Level 14250.00
Level 15250.00
Level 16250.00
Level 17250.00
Level 18250.00
Level 19250.00
Level 20250.00
Level 21250.00
Level 22250.00
Level 23250.00
Level 24250.00
Level 25250.00
Level 26250.00
Level 27250.00
Level 28250.00
Level 29250.00
Level 30250.00
Level 31250.00
Elevate Version 7.18.1 TK
Elevate Version 7.18.1 TK。