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How do you describe the compactness of a cross section

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Reference no: EM13952603

QUESTIONS

1- Can you describe three basic approaches for structural steel design in detail?

2- How do you describe the compactness of a cross section? In which elements and/or under the effect of which loading conditions do we have to consider the compactness druring design? Explain it thoroughly.

3- What is the basic design philosophy of current seismic design codes? .

4- What is ductility? Please provide information concerning especially the types of ductility.

5- Can you compare the basic assumptions of the hazard level definition of current Turkish Seismic Design Code and ASCE 7-10? Provide brief relevant information please.

6- Why do we use seismic response modification factors (R)? Explain it thoroughly.

7- What were the basic characteristics of post-Northridge beam-to-column connections? Briefly summarize especially correlating with the damage observed during Nortridge Earthquake.

8- What are the major changes concerning the SMF design and detailing adopted in seismic design codes after the Northridge Earthquake? Briefly summarize.

Reference no: EM13952603

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