Page 181 - Advanced Design Examples of Seismic Retrofit of Structures

Example of an RC Building Retrofitted by RC Shear Walls Chapter 3 173

(kN/m) 686.7 542.6 498.5 600.2 332.3
V s

S Bot2Auxiliary (mm) – – – – –

φ Bot2Auxiliary (mm) – – – – –

S Bot (mm) 20 20 25 25 25

Walls φ Bot (mm) 18 16 14 16 14

Shear

Existing S Top2Auxiliary (mm) – – 25 5 –

the
of
Capacity φ Top2Auxiliary (mm) 14 14

Shear – – –

Friction S Top (mm) 20 20 25 25 25

The φ Top (mm)

3.15 18 16 14 16 14
TABLE Wall P 1L P 3T P 3 P 6 P 4