// ---------------------------------------------
// START OF BRIDGE TRAFFIC LOAD SIMULATION INPUT
// ---------------------------------------------
//
// ---------------------------------------------
//        *** INPUT SPECIFICATIONS ***
// ---------------------------------------------
//
// Program Mode (1 - Gen & Sim, 2 - Gen, 3 - Read & Sim)
1
//
// TRAFFIC GENERATION PARAMETERS
// ---------------------------------------------
// No. of days of traffic simulation:
10
// Location of Traffic folders
../../py/pybtls/data/GraveParameters/Auxerre
// Default truck track width (cm) (Vehicle Gen. Model 0 only)
190.0
// Standard deviation of eccentricity in lane (cm) (about 20 cm usually)
0
// Kernel type for traffic generation (0 - Normal, 1 - Triangle) (only for Nominal or Garage Vehicle Generation)
1
// Vehicle Generation Model to be used
// (0 - Grave, 1 - Nominal, 2 - Garage)
2
// Headway model to be used:
// (0 - Auxerre HeDS (truck only), 1 - Constant, 5 - Congested, 6 - free-flow)
6
// Traffic Classification System to be used:
// (0 - No. of Axles, 1 - Axle Pattern)
1
// Lane and flow definition file:
LaneFlowData_80.csv
// Nominal congested spacing, front to back (m) (Headway model 5 only):
26.1
// Congested speed (km/h) (Headway model 5 only):
49.7
// Congested gaps coefficient of variation (Headway model 5 only):
0.05
// Constant speed (km/h) (Headway model 1 only):
36.0
// Constant gap (s) (Headway model 1 only):
10.0
//
// TRAFFIC GARAGE PARAMETERS
// ---------------------------------------------
// Garage file as basis for generation (in "Traffic input file format" below):
garage.txt
// Kernels (mean, std) file for randomizing the garage vehicles (lines in order GVW, AW, AS)
kernels.csv
//
// CONSTANT TRAFFIC PARAMETERS
// ---------------------------------------------
// Nominal vehicle file:
nominal_vehicle.csv
//
// TRAFFIC INPUT FILE PARAMETERS
// ---------------------------------------------
// Traffic input file to be analysed:
test_traffic_file.txt
// Traffic input file format (CASTOR - 1, BeDIT - 2, DITIS - 3, MON - 4):
4
// Impose constant speed on all vehicles (1 or 0):
0
// Use average speed of vehicles in file if constant speed imposed (1 or 0)
1
// Constant speed of vehicles if not average used (km/h):
80
//
// LOAD EFFECT CALCULATION PARAMETERS
// ---------------------------------------------
// Bridge definition file:
1-ABT6111Bridges.txt
// Influence Line definition file:
1-ABT6111ILS.txt
// Influence Surface definition file:
IS.txt
// Time step (s):
0.05
// Minimum GVW for inclusion in calculations (t*10):
0
//
// ---------------------------------------------
//        *** OUTPUT SPECIFICATIONS ***
// ---------------------------------------------
//
// MISC. OUTPUT PARAMETERS
// ---------------------------------------------
//
// Write full time history - slow & large file (1 or 0):
0
// Write each loading event value (1 or 0):
0
// Write each event buffer size:
10000
// Write a fatigue event file (1 or 0)
0
// FATIGUE RAINFLOW FILE
// ---------------------------------------------
// Conduct Rainflow algorithm for fatigue (1 or 0)
1
// Number of decimals left for Rainflow algorithm
1
// Cutoff value for Fatigue
1.0
// Rainflow-out file buffer size
100000
//
// VEHICLE FILE
// ---------------------------------------------
// Write vehicle file (1 or 0)
// WARNING: a large file may result in long-run simulations
0
// Traffic output file format (CASTOR - 1, BeDIT - 2, DITIS - 3, MON - 4):
4
// Vehicle file name
test_traffic_file.txt
// Vehicle file buffer size
100000
// Write vehicle file flow statistics (1 or 0)
1
//
// BLOCK MAXIMUM LOAD EFFECTS
// ---------------------------------------------
// Analyse for Block Max (overrides remaining params) (1 or 0)
0
// Block size for maxima (days):
1
// Block size for maxima (seconds):
0
// Write block max separated vehicle files (1 or 0):
1
// Write block max summary files (1 or 0):
1
// Do and write block max mixed vehicle analysis (1 or 0):
0
// Write block max buffer size:
10000
//
// PEAKS OVER THRESHOLD LOAD EFFECTS
// ---------------------------------------------
// Analyse for POT (overrides remaining params) (1 or 0)
0
// Write POT vehicle files (1 or 0):
0
// Write POT summary files (1 or 0):
1
// Write POT counter files (1 or 0):
1
// POT counter size (days):
1
// POT counter (seconds):
0
// Write POT buffer size:
10000
//
// LOAD EFFECT STATISTICS OUTPUT
// ---------------------------------------------
// Analyse for Statistics (overrides remaining params) (1 or 0)
1
// Write cumulative statistics file (1 or 0)
1
// Write statistics at intervals files (1 or 0)
0
// Interval size for statistics output (seconds)
3600
// Write interval statistics buffer size:
10000
//
// ---------------------------------------------
// END OF BRIDGE TRAFFIC LOAD SIMULATION INPUT
// ---------------------------------------------
