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Introduction to photovoltaic earthquake-resistant bracket

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6 FAQs about [Introduction to photovoltaic earthquake-resistant bracket]

What is the philosophy of earthquake resistant design?

Developing a sufficient level of familiarity with this rationale, sometimes called the “philosophy of earthquake resistant design”, is essential before embarking on conceptual design for earthquake resistance followed by the required structural analysis and detailing calculations prescribed by seismic codes of practice.

What is a force-based design approach for earthquake resistance?

In summary, the force-based design approach for earthquake resistance commonly adopted by most of the current seismic codes relies on performing linear types of analysis for a single-seismic-action-level allowing for structural damage to occur implicitly without any special provision to quantify the actual severity of this damage.

Can a lateral load resisting system withstand earthquakes?

The lateral load resisting system of code-compliant r/c buildings designed for such values of q would practically respond linearly (only very light local damage might occur) for (future) earthquake events with 10 % probability of being exceeded in 50 years.

Does a design earthquake protect against structural damage?

Such a design achieves only “partial” protection against structural damage for the design seismic hazard and may incur considerable repair costs and downtime, while the probability for an enforced demolition in the aftermath of a seismic event exceeding the nominal design earthquake is likely.

Do ductile structures resist a design earthquake?

On the antipode, in the case of a structure designed to resist the design seismic action through linear behaviour on a strength-based design (full protection against structural damage for the design earthquake), no special measures for ductile behaviour are needed to resist the design earthquake.

Do nonstructural components and systems need to be designed for seismic resistance?

In Seismic Design Categories C and higher, nonstructural components and systems also must be designed for seismic resistance. The first step in the process is de-termining the component importance factor, Ip. Nonstructural components and systems that satisfy any of the following criteria are assigned an I

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