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International Journal of Concrete Structures and Materials

Table 1 Comparison of design wind pressure between Seoul and Busan, (a) Seoul (importance factor 1.0/height of a building 199 m/height of a floor 4.5 m).

From: Wind Resistance Performance Evaluation of Cable-Type Curtain Wall System on Reinforced Concrete High-Rise Buildings

Span (m)

Exposure

A

B

1

Typical (+)

1.69 kPa

Typical (+)

2.07 kPa

Typical (−)

− 1.46 kPa

Typical (−)

− 1.74 kPa

Edge (−)

− 2.75 kPa

Edge (−)

− 3.26 kPa

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