| Wiki Markupinfo |
|---|
This page contains frequently asked questions related to *[time history analysis|kb:time history analysis]*. {on-this-page} h1. What value of scale factor should be used for the definition of the time history load case? The are the following two possibilities: * When the load type is set to [Load pattern], the time history function values multiplied by the scale factor are unitless and should describe the variation of loads applied in the load pattern in time. * When the load type is set to Accel, the time history function values multiplied by the scale factor should be entered such that they are equal to the desired acceleration in current units. If the time history function values are in the same units as the current units, then scale factor of 1 would be used. Otherwise the scale factor should reflect the conversion from time history function units to the current units. As an example, if the time history data are in cm/sec/sec units and the current units are ft/sec/sec, then a scale factor of 0.0328 should be entered, because 1(ft) / 30.48(cm) = 0.0328. h1. What forces are included in reactions for time history analysis? *Question:* What forces are included in the reactions that are reported for direct integration time history analysis, are they: * structural forces corresponding to K*u * damping forces corresponding to C*du/dt * inertia forces corresponding to M*d^2u/dt^2 * or a combination of the above? *Response:* The reactions include the effects of only elastic (or inelastic) forces unless links are connected at the joints in which case the damping forces from links are also included in computing the joint reactions. h1. What value should I set for output time-step size for time history analysis? The output time-step size should be small enough to provide sufficient resolution for the analysis. The required resolution depends on the characteristic of applied loading and also on the characteristics (such as natural periods) of the structure itself. You can determine whether the resolution is sufficient by decreasing the time-step size until the step size is small enough that results are not longer affected by it. h1. What time-step size should be set for input acceleration record? And what time-step size should be set for input displacement record? *Extended Question:* Say that the analysis resolution requires 0.005 sec output time-step size. What time-step size should be used for input acceleration record and what time-step size should be used for input displacement record? *Answer:* {open-question}page is devoted to frequently asked questions (FAQ) related to time-history analysis. |
On this page:
| Table of Contents |
|---|
What value of scale factor should I use to define a time-history load case?
Answer: The two options available are described as follows:
- Load pattern. When load type is set to load pattern, the values of the time-history function are multiplied by the scale factor to produce unitless terms. Here, the record should describe the variation in loading over time, as applied in the load pattern.
- Accel. When load type is set to Accel, the scale factor should be specified such that it multiplies with the values of the time-history function to produce the acceleration desired in the current units. If the values of the time-history function are given in the current units, the scale factor should be set to 1.0. Otherwise, the scale factor should reflect the conversion from the units of the time-history function to the current units.
For example, if time-history data is in cm/sec/sec, and current units are ft/sec/sec, then a scale factor of 1ft / 30.48cm = 0.0328 should be used.
What forces are included in reactions from time-history analysis?
Extended Question: Are the reaction forces which are reported for direct-integration time-history analysis as follows:
- Elastic force = K*u
- Damping force = C*du/dt
- Inertia force = M*d2u/dt2
Answer: Reactions include only the effects of elastic, and possibly inelastic, forces, unless links are connected to joint locations, in which case the damping forces within link objects are included during computation of joint reactions.
What value should be specified for the output time-step size during time-history analysis?
Answer: Output time-step size should be small enough to provide sufficient resolution for analysis. The required resolution is dependent upon the characteristics of applied loading and such structural properties as the natural periods. The sufficiency of resolution may be determined by decreasing the time-step size until it is small enough to not affect results.
Can I specify different time-step sizes for different phases of the time-history analysis?
Answer: Time-step size is fixed for a given time-history analysis. However, a series of nonlinear time-history analyses may be defined with variable time-step sizes, then these analyses may be chained together.
What is Format Type and Arrival Time?
Extended Question:
- In the time-history definition, what is Format Type? Also, which option should be used?
- In the time-history load case, what is Arrival Time? Does this imply that the segment at the beginning of the time-history record may be neglected?
Answer:
- Format Type options indicate how data is presented in the time-history function text file.
- Free Format is applied when spaces or tabs separate the data.
- Fixed Format is applied when data is not separated by spaces or tabs. In this case, the number of Characters per Item should be specified in the edit box. Also, the Number of Prefix Characters should be specified under Function File. The software begins reading data after skipping this many spaces.
- Arrival Time is the time at which a load assignment begins. This value may be positive, negative, or zero. Time-history analysis always begins at time zero for a given load case. Therefore, when a negative arrival time is specified for a given load assignment, any portion of the record which occurs before time zero is ignored. For example, an arrival time of -5sec will neglect the first 5sec of the input function. Arrival time may also be useful when staggering the application of ground motion in the global X and Y directions.
How are time-history results displayed at each time step?
Answer: Time-history results may be displayed at each time step by selecting the appropriate response quantity through Display > Show Tables, then by selecting Modify/Show Options, as shown in Figure 1:
Figure 1 - Choose Tables for Display
Direct History Results should then be changed from Envelopes to Step-by-Step, as shown in Figure 2:
Figure 2 - Output Options
| Show if | ||
|---|---|---|
| ||
Question 1: What time-step size should be specified for input acceleration and displacement records? Extended Question 1: If, for example, analysis resolution requires a 0.005sec output time-step size, what time-step size is best for either an input acceleration or displacement record? Answer 1: OPEN QUESTION |