SFM4/LR(1)/LD/FD/NI/LP/LO/RF/NP/OS/GC/VN

Taxonomy string
SFM4 / LR (1) / LD / FD / OS / RF / LO / LP / VN / NP / GC / NI
Construction Type
S: Steel
GPSS Building Category
SFM4: SFM with Rectangular Block in Cement Mortar Masonry Walls
Country
Kyrgyz Republic
Nepal
GPSS Building Type
Taxonomy Parameters
Single storied

1. Height range

LR (1)

<p>Single story</p>

Low design

2. Seismic design level

LD

<p>- Fair construction quality and workmanship<br>- Few seismic enhancement measures<br>- Building designed for low lateral loads</p>

Flexible diaphragm

3. Diaphragm type

FD

<p>- Roof/floor with insufficient in-plane stiffness</p><p>- Poor connection of the roof/floor to the lateral load resisting system</p>

Original structure

4. Effective seismic retrofitting

OS

<p>- Original structure, which undertook or not minor non-structural improvements and/or maintenance</p>

Rigid foundation

5. Foundation type

RF

<p>- Prevents large foundation deformations and anticipated failures</p>

Large openings

6. Wall openings

LO

<p>- Opening width in a wall between two consecutive cross walls is more than or equal to 0.35 times (0.25 times) the wall length in single-story (multi-story) building</p>

Long panel

7. Wall panel length

LP

<p>- Wall length is more than 12 times the wall thickness</p>

Vulnerable non-structural components

8. Non-structural components

VN

<p>- Building has non-structural components that can produce human casualties and economic losses such as: parapets, ceilings, tiles, pipes, infill, etc.</p>

No pounding

9. Seismic pounding risk

NP

<p>- Seismic gap between buildings at least 4% of the height of the shorter building where the expected collision occurs</p>

Good condition

10. Structural health condition

GC

<p>- Building structure is in overall good condition</p>

No irregularities

11. Structural irregularity

NI

<p>- Regular in plan and elevation</p>

SFM4: SFM with Rectangular Block in Cement Mortar Masonry Walls

12. Main structural system

SFM4

<p>- Buildings constructed of light steel frame with heavy brick in cement mortar walls<br>- Walls are generally thick at about 400 to 500 mm</p>