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International Journal of Concrete Structures and Materials

Table 8 Characteristics of the selected records.

From: Application of the Direct Displacement Based Design Methodology for Different Types of RC Structural Systems

Peak acceleration (g)

Minimum distance from faulting (km)

Soil type (USGS)

Magnitude (Ms)

Years

Title

0.267

2.6

C

7.8

1999

Kocali

0.09

2

B

7.3

1999

Duzge

0.4966

4.38

C

6.69

1992

Erzincan

0.519

4

C

7.62

1979

Imperial valley

0.6357

8.34

C

6.9

1995

Kobe

1.22

2.2

B

6.6

1971

Sanfernando

0.852

–

C

–

1970

Tabas

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