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Att

Elem

Karamba

Loads


LoadsBridge

Solver


Verify

Analysis Footfall

Create Analysis Footfall

Inputs

Name	ID	Description	Type
Name	N	Name	Text
ID	I	Lowest Acceptable ID	Integer
Analysis Stage	S	Analysis Stage, not implemented yet, request to Jon	Generic Data
Dynamic Task	D	Dynamic Task	Generic Data
Excited Nodes	E	Optional Structural List of Excited Nodes (Defaults to all if not Self excited)	Generic Data
Response Nodes	R	Response Nodes	Generic Data
Damping Type	D	Damping Type(0=CONST 1=MODE 2=TABLE)	Integer
Damping Table	T	Damping Table, not implemented yet, request to Jon	Generic Data
Damping	D	percentage of critical damping ratio, e.g. 3.0 represents 3.0%	Number
Number of Steps	S	Number of Steps	Integer
Walker Mass	M	Walker Mass (kg)	Number
Lower Frequency Cutoff	L	The lowest walking frequency to be considered	Number
Higher Frequency Cutoff	H	The highest walking frequency to be considered	Number
Frequency Weighting	W	Frequency weighting curve to be used, -1 is standard Wb, -2 is standard Wd, -3 is standard Wg, 1, 2, 3 ... are used defined frequency weighting curve	Integer
Direction	D	Response Direction(0=X 1=Y 2=Z)	Integer
Walking Method	W	Walking Method(0=FLOOR_ARUP 1=FLOOR_SCI 2=STAIR_ARUP 3=STAIR_SCI 4=FLOOR_AISC 5=FLOOR_CCIP 6=FLOOR_AISC_2ND 7=STAIR_AISC_2ND 8=RUN_FLOOR_AISC_2ND)**Note: Not all Methods avaliable in all GSA Versions.	Integer
Excitation Method	E	Excitation Method(0=SELF_EXC 1=FULL_EXC 2=FULL_OPT)	Integer
Result Store	R	Results Store	Generic Data

Outputs

Name	ID	Description	Type
Footfall Task	T	Footfall Task	Generic Data