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Journal of Infrastructure Preservation and Resilience

Table 2 Design summary for 6-story RC-CLT hybrid building

From: Seismic collapse risk of RC-timber hybrid building with different energy dissipation connections considering NBCC 2020 hazard

Story

Column size (mm2)

\(\rho _{b,top}\)

\(\rho _{b,bot}\)

\(\rho _{C1}\)

\(\rho _{C2}\)

No. of dampers

\(L_{CLT}\) (m)

6

300\(\times\)300

2-20M

2-20M

4-25M

4-20M

2

1

5

300\(\times\)300

2-20M

2-20M

4-25M

4-20M

2

1

4

300\(\times\)300

2-20M

2-20M

6-25M

6-20M

2

1

3

350\(\times\)350

2-20M

3-20M

6-25M

6-20M

2

2

2

350\(\times\)350

2-20M

3-20M

8-25M

6-25M

2

2

1

350\(\times\)350

2-20M

3-20M

8-25M

6-25M

3

3

  1. \(\rho _{b,top}, \rho _{b, bot}\): longitudinal reinforcement at top and bottom of beams; \(\rho _{C1}, \rho _{C2}\): longitudinal reinforcement in column C1 and C2, respectively; \(L_{CLT}\): length of CLT infill wall
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