Structural Analysis Software for Footfall Analysis
Total items: 3
CADS Footfall Analysis | Solution
There is a known complexity in calculating footfall response on irregular floors or staircases of any type. Footfall Analysis uses the RFEM model and the modal analysis results of RF-DYNAM Pro - Natural Vibrations to predict the vibration levels at all locations on a floor. A rigorous analysis method is essential to enable an accurate investigation of the dynamic behavior of the floor.
The software incorporates the most up-to-date analysis procedures, allowing the user to select between the two most often used calculation methods available, namely the Concrete Centre Method (CCIP-016) and the Steel Construction Institute Method (P354).
CADS Footfall Analysis | Features
- Footfall Analysis links with RFEM, using the model geometry from there, thus the user is not required to create a second model specifically for footfall analysis
- Allows the user to analyze any type of structure for footfall analysis, irrespective of the shape, material, or use
- Quick and accurate predictions of resonant and impulsive (transient) responses
- Cumulative measurement of vibration levels – VDV analysis
- Intuitive output enabling the engineer to advise improvements of critical areas in a cost-effective way
- Pass/fail limit check in accordance with BS 6472 and ISO 10137
- Selection of excitation forces: CCIP-016, SCI P354, AISC DG11 for floors and stairs
- Frequency weighting curves (BS 6841)
- Quick investigation for full model or specific areas
- Vibration Dose Analysis (VDV)
- Adjusting the minimum and maximum walking frequencies as well as the walker’s weight
- User input damping values
- Varying the number of footfalls for resonant response, user input or software calculated
- Environmental response limit based on BS 6472 and ISO 10137
CADS Footfall Analysis | Output
- Overall maximum response factors and critical nodes
- Resonant analysis (maximum response factor, RMS acceleration, critical node, critical frequency)
- Impulsive (transient) analysis (maximum response factor, peak acceleration/velocity, RMS acceleration/velocity, critical node, critical frequency)
- Vibration dose values for both resonant and impulsive analyses
Charts
- Response factor vs walking frequency
- Mass participation vs eigenmodes
- Velocity time history
Calculate Your Price
Total Amount 2,460.00 USD
The price is valid for United States.
Implemented Standards for Reinforced Concrete Design
Standards for Concrete Design
EN 1992-1-1:2004 + A1:2014 (Eurocode 2)
ACI 318-14 (US standard)
ACI 318-19 (US standard)
CSA A23.3-19 (Canadian standard)
SP 63.13330:2018 (Russian standard)
Annexes for EN 1992-1-1
DIN EN 1992-1-1/NA/A1:2015-12 (Germany)
ÖNORM B 1992-1-1:2018-01 (Austria)
SN EN 1992-1-1/NA:2014-05 (Switzerland)
CEN EN 1992-1-1/2014-11 (European Union)
CSN EN 1992-1-1/NA:2016-05 (Czech Republic)
HRN EN 1992-1-1/NA:2015-10 (Croatia)
ILNAS EN 1992-1-1/NA:2020-03 (Luxembourg)
IST EN 1992-1-1/NA:2014-04 (Iceland)
NS EN 1992-1-1: 2004-NA: 2008 (Norway)
EVS EN 1992-1-1/NA:2021-04 (Estonia)
TKP EN 1992-1-1/NA:2009-12 (Belarus)
I.S. I. 1992-1-1/NA:2020-07 (Irland)
MKC EN 1992-1-1/NA:2010-01 (North Macedonia)
BDS EN 1992-1-1:2005/NA:2011 (Bulgaria)
BS EN 1992-1-1:2004/NA:2005 (United Kingdom)
CYS EN 1992-1-1:2004/NA:2009 (Cyprus)
EN 1992-1-1 DK NA:2017-06 (Denmark)
EN 1992-1-1 DK NA:2021-05 (Denmark)
LST EN 1992-1-1:2005/NA:2019-06 (Lithuania)
LVS EN 1992-1-1:2005/NA:2016-07 (Latvia)
LVS EN 1992-1-1:2005/NA:2020-09 (Latvia)
MS EN 1992-1-1:2010 (Malaysia)
MSZ EN 1992-1-1:2004/A1:2016 (Hungary)
NBN EN 1992-1-1 ANB:2010 (Belgium)
NF EN 1992-1-1/NA:2016-03 (France)
NP EN 1992-1-1/NA:2010-02 (Portugal)
SIST EN 1992-1-1:2005/A101:2006 (Slovenia)
SR EN 1992-1-1:2004/NA:2008 (Romania)
SS EN 1992-1-1/NA:2008-06 (Singapore)
SS EN 1992-1-1/NA:2014-12 (Sweden)
SS EN 1992-1-1 BFS 2019 (Sweden)
STN EN 1992-1-1/NA:2008-06 (Slovakia)
NEN-EN 1992-1-1+C2:2011/NB:2016 (Netherlands)
PN EN 1992-1-1/NA:2010-09 (Poland)
PN EN 1992-1-1/NA:2018-11 (Poland)
SFS EN 1992-1-1/NA:2015-01 (Finland)
UNE EN 1992-1-1/NA:2013 (Spain)
UNI EN 1992-1-1/NA:2007-07 (Italy)