If that is the case, it’s better to be careful, since your structure can enter resonance, and this hurts! to fit your load to a certain machine, etc.). Dynamic Websites are developed using client-side technologies such as HTML, CSS as well as server-side scripting languages like PHP, Python, and ASP.NET. Static Routing is also known as non-adaptive routing which doesn’t change routing table unless the network administrator changes or modify them manually. I think that most civil engineering structures with impact loads were designed this way! You don’t have to toy with “steps” in your analysis when you use it. This is where static equivalent of dynamic load comes in play. I can only guess how long the analysis took! Then… there is material nonlinearity. Static websites are cheaper to host whereas dynamic websites are costly to host. Exact credibility of a structure could be framed (with linear studies, atleast). 2. The “animation” between those 20 static analysis outcomes may look as if you really did forced response analysis. In essence if something will impact our structure you may not have to calculate the actual impact. Let’s say that when the full load is applied (1000kN) we have the dummy time = 1.0. It consists of tags to build the structure of the website. It is seemingly stupid, but this is only a way of introducing the “load factor” into the analysis. You can actually say, that maximal load is applied when the dummy time is equal to whatever you like. There are a lot of links to other articles about this in the article I linked above – you can read more there. If the load is applied so slowly, that inertia effects won’t play a role, all you need is static analysis. Really loved the way concepts are explained; really overwhelming to see such an informative blog on FEM, striving to make the whole affair so easy and digestable! In such a case, each step should be 1/100=0.01 units of dummy time to get our 10kN per step. And in such a case, it’s “murky” to classify fatigue as a dynamic problem. When the network change(topology) occurs, it sends the message to router to ensure that changes then the routes are recalculated for sending updated routing information. I tent to operate within the field I feel strong about, and while I did fatigue analysis before, it was not connected to vibrations, so I never really had to go deep on the subject. I have tried one, though, using modal analysis (Response Spectrum). Simply put you will solve static cases to see the maximal and minimal stress in any given place. So we explored vibrations so far, tackling the idea of loads changing in time in force response analysis. one more doubt what is the difference between gradually applied load and montonically applied load? Static routing does not use complex routing algorithms. You know if dummy time is “0” then the Load is “0”. We take into account inertia effects and all the jazz. Notice that after the ball bounced you can see the shell vibrating slightly due to impact. But you can let your imagination run wild as well (i.e. If the load is high enough it can cause buckling, yield and all sort of other cool things. With dummy time it’s not the case! In essence, you can use modal analysis to predict vibration modes of your structure (as long as the structure itself behaves in a linear way). So if you have a linear material, but nonlinear geometry… analysis is nonlinear. In short, it doesn’t matter how this load “got there”, but it’s there now and it won’t change later. Simply put software was to “weak” to do so. But often you don’t have the software, and more importantly, the time to do such analysis. Instead of the ball, I would model a load on the impact area. Dynamic Routing: The main difference between static and dynamic website is that a static website is a basic website with fixed content while the dynamic websites are advanced websites that provide different content according to client requests. We use cookies to ensure you have the best browsing experience on our website. Of course, the value of “dynamic factors” depends on the industry and what you are trying to do. A static website is a website that has fixed content usually written in HTML. This is where things start to be a bit more interesting. I really hope that you’ve enjoyed the post. 3: Security: Static routing provides higher security. Static Stretching . But in “high speeds” inertia effects take place, and you have to use dynamic analysis instead. Far from it! It is actually quite possible that your dynamic analysis won’t converge with this setting without some “fighting” for it. Here, the situation is literally opposite to the one I in modal analysis! Sadly, in many cases “dummy time” is described as “time” in your software. In dynamic routing, routes are updated according to topology. Every organization maintains websites. Often times, those were estimated and then “passed along” for decades. The main difference between static and dynamic website is that a static website is a basic website with fixed content while the dynamic websites are advanced websites that provide different content according to client requests.. Every organization maintains websites.It helps them to communicate with their customers. Of course, you also define maximal dummy time “X” when the load has “full value”. This is usually how a “typical” dynamic solver is called. Very instructive material. Dummy time is just a measure of how much load is applied. But people from the 10th run down in panic on the stairs (they were afraid to use elevators). In essence, you define the loads/accelerations that are applied to the structure. I would love you to share your opinion (or questions) in the comments below! Which in turn leads to something pretty interesting and that is…. The load multiplier for the load you applied is 1.0. 5: Applicability: Static routing is used in smaller networks. Dear Sir, And even now I forget to set “dummy time” on occasion when I do SOL 601 analysis in my NX Nastran. I will have to learn this one day to solve one problem or another – then I will be to write a post like this . If you continue to use this site we will assume that you are happy with it. The origins of many of the values are long forgotten. Just be aware that in the case of dummy time “X” means… some measure of dummy time. The fact that you defined “time dependence” for your loads doesn’t mean automatically that you are making a dynamic analysis! Again, this is a property of the material, and it has nothing to do with geometrical nonlinearity – this is something completely different. Dynamic analysis handles impacts and other “fast” happening situations, but also vibrations (which happen in time). What is the Difference Between Internet of Things... What is the Difference Between Landing Page and Home... What is the Difference Between Landing Page and... What is the Difference Between Bounce Rate and Exit... What is the Difference Between Council and Committee, What is the Difference Between Milk Steamer and Frother, What is the Difference Between Stoneware and Ceramic, What is the Difference Between Chef Knife and Utility Knife, What is the Difference Between Parental Involvement and Engagement, What is the Difference Between Coffee Maker and Percolator. You are in the right place! You see some solvers (like Adina used in SOL 601 of NX Nastran) want you to define time… even in static analysis! Most likely you will see impact waves in your model and stuff. When I was a student I was in a building during resonance once. I guess that if you would like to “oppose” static analysis with dynamic one – this is it! I saw various “dynamic factors” in my career, starting from a humble 1.5 and going up to around 10. The thing is, that usually, load cycles are “static in nature” and they don’t happen very fast. Instead, it provides more user interaction and functionalities. It only requires client-side languages such as HTML and CSS to build the website. acknowledge that you have read and understood our, GATE CS Original Papers and Official Keys, ISRO CS Original Papers and Official Keys, ISRO CS Syllabus for Scientist/Engineer Exam, Difference between Static and Dynamic Routing, Difference between Distance vector routing and Link State routing, Routing Information Protocol (RIP) V1 & V2, Features of Enhanced Interior Gateway Routing Protocol (EIGRP), Open Shortest Path First (OSPF) Protocol fundamentals, Open Shortest Path First (OSPF) protocol States, Open shortest path first (OSPF) router roles and configuration, Root Bridge Election in Spanning Tree Protocol, Network Devices (Hub, Repeater, Bridge, Switch, Router, Gateways and Brouter), Commonly asked Computer Networks Interview Questions | Set 1, Difference between Classful Routing and Classless Routing, Difference between static and non-static variables in Java, Difference between Static-1 and Static-0 hazard, Difference between Static and Dynamic SQL, Difference between Static and Dynamic Web Pages, Difference between Static and Dynamic IP address, Difference between Static and Dynamic Hazard, Difference between Static and Dynamic Memory Allocation in C, Internal static variable vs. In essence, we still get 10kN in each step. I’m mentioning it briefly here since I don’t think most people would classify fatigue as “dynamic”. Modal analysis (and forced response) requires a constant “existence” of the vibration source. But let us take a more in depth look at each and fully answer this question. Structural response to the static load CAN differ in time (you know, things like creep, relaxation, etc.). The main difference between static and dynamic analysis is TIME! I’ve seen people who claimed such a thing…. Static routing does not use complex routing algorithms and It provides high or more security than dynamic routing. We do not recommend you to use the Edit HTML operation for implementing changes in dynamic content. Regards, Just remember, that if you want to apply a load in 100 steps, each of those steps should be 0.0001/100=0.000001 units of time!

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