**3. Building performance model**

The building performance model has been constructed in PACT by the following order:


*Performance-Based Design for Healthcare Facilities DOI: http://dx.doi.org/10.5772/intechopen.95320*

For this case study, information's input is as follow (see PACT input in **Figures 6** and **7):**



#### **Figure 6.**

The building is designed and detailed according to the requirements of Turkish Building Codes 2018 [6, 8, 9]. Vulnerable non-structural building features include exterior glazing, gypsum board partitions, suspended acoustical ceilings, fire sprinkler system, traction elevator, concrete roof tiles on a perimeter mansard, hot and

The building performance model has been constructed in PACT by the following

• building characteristics selecting fragility specifications and performance

cold-water piping, and HVAC ducting.

**3. Building performance model**

• providing project information,

• and providing residual drift fragility

• identifying collapse fragility and collapse modes,

order:

**234**

**Figure 5.**

*3D view of the structural frame.*

**Figure 4.**

*Typical elevation E-W view.*

*Natural Hazards - Impacts, Adjustments and Resilience*

groups,

*PACT project information tab.*


**Figure 7.** *PACT building information t tab.*

• Total Loss Threshold (as Ratio of Total Replacement Cost): Default value of 1.0 is used.

**4. Structural components**

**Joint Location**

**Table 1.**

**Figure 10.**

**237**

**4.1 Structural component fragility specification**

*Performance-Based Design for Healthcare Facilities DOI: http://dx.doi.org/10.5772/intechopen.95320*

directional. There are 15 joints per floor **(Table 2)**.

**4.2 Structural component performance group**

**Fragility Classification Number**

*Fragility group selections for the beam/column components.*

*Illustration of reinforced concrete elements specification selections.*

components included in the performance assessment model.

summarize the total number of performance group per floor.

The structural components are inputs based on the basic building characteristics previously described. The selection process proceeds progressively from foundations through super structure. The following information summarizes the structural

For each floor, the number of special moment frame beam-column joints vulnerable to story drift in each building direction are entered for each of the preselected specifications. **Table 1** and **Figure 10** summarize the defining performance groups in PACT with A, B, C, D, E the building axes in X (2) direction and 1, 2, 3, 4, 5, 6, 7 in Y (1) direction. Input of the post-tensioned slab/column joint information is similarly inserted at each floor; however, these fragilities are input as non-

The performance group definition process is repeated for each floor and for each

**Joint Location**

**Fragility Classification Number**

**Input Direction**

direction (including non-directional) as shown in **Figures 11** and **12**. **Table 3**

A-1 B1041.002a 1 A-5 B1041.003b 2 A-2 B1041.002a 2 B-1 B1041.003b 1 A-6 B1041.002a 2 B-7 B1041.003b 1 A-7 B1041.002a 1 C-1 B1041.003b 1 E-1 B1041.002a 1 C-7 B1041.003b 1 E-2 B1041.002a 2 D-1 B1041.003b 1 E-6 B1041.002a 2 D-7 B1041.003b 1 E-7 B1041.002a 1 E-3 B1041.003b 2 A-3 B1041.003b 2 E-4 B1041.003b 2 A-4 B1041.003b 2 E-5 B1041.003b 2

**Input Direction**


**Figures 8** and **9** show the PACT panel input for Population Modeling.
