Table 3 Overview of two buildings in Tianjin, China.

From: Overall structural seismic damage rapid assessment method based on period and displacement response characteristics

Serial number

Building name

Storey number

Height

Seismic precautionary intensity

Encountered intensity

Damage level

Fundamental period

λ

BE

AE

S1

Building A

8

33.4

Non-fortification

8 degree

Slight damage

0.55

0.61

1.23

S2

East Section of building B

8

37.4

7 degree

8 degree

Slight damage

0.5

0.85

2.89

S3

West Section of building B

11

47.3

7 degree

8 degree

Slight damage

0.5

0.67

1.80

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