Include cone to account for initial swerving?

Slides:



Advertisements
Similar presentations
Warning Timing for AEBS AEBS/LDWS Proposal of Warning Timing 1) Warning has two functions; to induce the driver to take an avoiding maneuver.
Advertisements

Opening Activity Compare and contrast the following:
Ch. 2. Motion is Relative Think about how fast you are moving when walking inside of a plane compared to walking across campus…
Bellwork: Get out your bellwork for this week and answer the following 2 questions (this is not a quiz, but will be collected) 1.What is your definition.
Standardized Test Practice 1
STOPPING DISTANCES REACTION TIME = time for a driver to react Meanwhile the car covers a “ THINKING DISTANCE” OVERALL STOPPING DISTANCE = THINKING DISTANCE.
Damage Mitigation Braking System
Braking Distance.  The distance a car travels while it is trying to stop is called the braking or stopping distance.
Motion Review Physics TCHS.
Do Now -Solve and Indicate if the acceleration is positive or negative. Why?  A car is starting its race from the home and increases his speed to 40m/s.
Kinematic Equation Examples
Identification of regulatory needs for ACSF Oliver Kloeckner 16-17th June nd meeting of the IG ASCF Tokyo – Jasic Office Informal Document.
Protective Braking for ACSF Informal Document: ACSF
Minimum Risk Manoeuvres (MRM)
Traffic Rules Clarity February 2013 Mine Operations.
SP1 – Meeting April 23 rd Schieberdingen Electronic Systems Page 1 of 13 Integrated Project Co-operative Systems for Road Safety “Smart Vehicles.
Research on HMI Homework item 1 (ACSF-01-13)
Safety Distances and Object Classifications for ACSF Informal Document: ACSF
Acceleration is the rate at which the velocity is changing. 4.4 Acceleration.
1 Warning Timing, Driver Distraction, and Driver Response to Imminent Rear-End Collisions review of some research literature referred to in the ITS guidelines.
B1.7a Using formulas to calculate displacement Chapter B1.
Kinematic Equations with Constant Acceleration If an object moves with constant acceleration, we can use four kinematic equations Some Assumptions and.
1 6th ACSF meeting Tokyo, April 2016 Requirements for “Sensor view” & Environment monitoring version 1.0 Transmitted by the Experts of OICA and CLEPA.
Module 3 Brianna James Percy Antoine. Entering the Roadway/Moving to the Curb/Backing  The seven steps to safely pull from a curb. Place foot firmly.
Speed and Velocity in One and Two Dimensions Linear Motion in One Dimension Linear Motion in Two Dimensions Speed and Other Scalar Quantities Velocity.
Patrick Seiniger Federal Highway Research Institute Germany
Stopping a vehicle.
7th ACSF meeting London, June 28-30, 2016
Informal Working Group on ACSF
PASSING LANE CHANGING MERGING SHARING THE ROAD
OPTIONS AND RESPONSES CHAPTER EIGHT.
Motion (Kinematics).
Dr. Patrick Seiniger, Federal Highway Research Institute (BASt)
Automatic Emergency Braking Systems (AEBS)
Timing to be activated the hazard lights
1-1-4 Kinematics Equations
Stopping Sight Distance
Chapter 2 Geometric Design
Dr. Patrick Seiniger, Federal Highway Research Institute (BASt)
PASSING LANE CHANGING MERGING SHARING THE ROAD
Dynamics Force Problems Day #1.
Industry Homework from AEB 02
Expansion of consideration target of ITS-AD IWG
Velocity & Distance vs Time Graphs
Draft WLTP Phase 2 – carryover from 1b – Annex 4 Starting note on split runs in coast down testing WLTP-14-18e Within phase 1b, practically all tolerances.
Proposals from the Informal Working Group on AEBS
Motion Problems.
Informal document GRSG
Harmonization of Crash Regulations in Korea
Linear Motion Problems
Velocity & Distance vs Time Graphs
Properties of Sound Waves
VEHICLE TECHNOLOGY BRAKE SYSTEMS.
Overview of Test Procedures, etc
Proposals from the Informal Working Group on AEBS
AEB 07 – Euro NCAP Summary Overview
AEB IWG 02-XX Industry Position
The Kinematics Equations
MAY Grab the paper and your folder from the side counter.
PASSING LANE CHANGING MERGING SHARING THE ROAD
Definition of aysmax Interpretation 1
Properties of Sound Waves
Safety considerations on Emergency Manoeuver
lesson 14.3 MANAGING SPACE IN CITY TRAFFIC
Consider the root-mean-square speed of H2 at room temperature
Maximum allowable Override Force
AEBS-08 – Industry Input.
Driver initiated transition demand and system reaction
AEB Pedestrian and Cyclist - minimum velocities Sensor opening angles
Today’s Agenda…8/17  Quiz Review Marble Race Lab - #3
Presentation transcript:

Include cone to account for initial swerving? New proposal for BSIS testing without turning (for discussion) February 2018 db (truck) da (dummy) Line B Line A dc (LPI) Collision point dcorridor Line C dlateral New Test Case Orig. Test Case rturn vvehicle [km/h] vBicycle [km/h] dlateral [m] da [m] db [m] dc [m] dbicycle [m] lcorridor [m] dcorridor [m] dcorridor,outer [m] Include cone to account for initial swerving? 1 5 10 20 1.5 44.4 15.8 4.3 < 55   > 70 vehicle width + 1m Yes 2 4 22 4.4 3 7 25 38.3 10.7 No 6 4.5 22.2 43.5 19.8 2.4 14.7 3.4 17.7 8 1* 9 4* 5* 11 2* 12 3* dc possibly to be re-defined based on TTC* for the particular vehicle speed if the vehicle would have made a turn. Use turning radius that fits to the particular vehicle speed (e.g. assume fixed lateral acceleration) = not necessary anymore in this new proposal = may not be useful because dummy is visible for driver at LPI (~ 5 m) ahead of truck) – as an alternative change cyclist speed to 15 km/h for this test case (In general in case truck speed is high and dummy speed is low) * TTC based on 1,4s reaction time and 5 m/s2 brake performance