Page Comparison

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*Nonlinear* methods are best applied when [inelastic material behavior|kb:Material nonlinearity] is considered in structural modeling and analysis. Nonlinear methods include static-pushover and dynamic [time-history|kb:Time-history analysis] analyses. If only elastic material behavior is to be considered, linear methods should be suitable for design. Linear methods include strength-based and [response-spectrum|kb:Response-spectrum analysis] analyses. These methods, and the relations between their attributes, are presented in Figure 1:

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!Analysis type.png|align=center,border=1!

{center-text}Figure 1 - Analysis methods{center-text}

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Each of these analysis methods has benefits and limitations. An overview of each method is as follows:

* *Strength-based* analysis is a static-linear procedure where structural components are selected such that their capacity exceeds the demand from loading. Strength-based demand-capacity (D-C) ratio indicate the adequacy of each component. If capacity does not meet demand, redesign is necessary. Modeling and analysis is fairly simple and straight-forward in that only component elastic-stiffness properties are considered. Strength-based analysis is also the least time-consuming method.

* *Response-spectrum* analysis is a dynamic-linear method where maximum structural response is plotted as a function of structural period and [damping|kb:Damping]. Response may be the peak [acceleration|kb:acceleration], velocity, or displacement which results from a given time-history record. Response-spectrum analysis is a linear application dependent upon the superposition of gravity and lateral effects. As a result, structures must remain essentially elastic during response-spectrum analysis. A series of time-history records may be analyzed and enveloped to form a smooth design spectrum.

* *Static-pushover* analysis is a static-nonlinear procedure which indicates the elastic and inelastic performance of a component or system subjected to monotonic loading which continually increases through an ultimate condition. This method produces a nonlinear force-deformation (F-D) relationship which provides insight into the ductility and limit-state behavior of a structure. Deformation parameters may be translational or rotational. Response is a function of both strength and deformation.

* *Time-history* analysis is a dynamic-nonlinear method which characterizes the dynamic response and inelastic behavior of a structure subjected to the time-history acceleration record of a ground motion (earthquake). The [nonlinear material properties|kb:Material nonlinearity] of ductile components, designed to yield under substantial loading, are modeled such that step-by-step integration may capture inelastic effect. Simultaneously, [P-Delta effect|kb:Geometric nonlinearity] take into account the influence of gravity loading on deformed structural configuration. Output may provide data, plots, and animations indicating structural response and component behavior.

Engineers may use any of these four analysis methods to suit the following purposes:

* To characterize and gain insight into structural behavior; and

* To generate information useful to the design decision-making process.


h1. Sources of nonlinearity

There are two sources of nonlinearity which include the following:

* *Geometric*, - which involves the effect of gravity loadingload on displaced configuration, as discussed further in the [Geometric nonlinearity|kb:Geometric nonlinearity] article.


* *Material* -, which is associated with the inelastic behavior of a structure, as discussed further in the [Material nonlinearity|kb:Material nonlinearity] article.



h1. Capacity Design

These two nonlinear modeling considerations are fundamental to *Capacity Design*, a concise yet sophisticated design philosophy most suitable for nonlinear-method application. Engineers are advised to integrate this approach into professional practice. Please read more on this topic in visit the [Capacity Design|Capacity Design] article to read more on this topic.


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