From Marjana Lutman and Miha Tomazevic:
This is an analysis for plain masonry structures. Information is best understood by testing
a building and not only a wall specimen, we have prepared all basic results of shakingtable test of a plain masonry structure - a model house, carried out in ZAG. The model
has been exposed to 6 phases with increased amplitude of an earthquake (5%, 10%, 25%,
50%, 75% and 100%) These original files (Excel files) are ready to use for further
analysis. Each of these 6 files are listed separately. This file contains some basic
information about the building.
MODEL DATA: SCALE 1:5, hollow units (prototype)
modeled as full bricks
C
E
D
CONFIGURATION: PLAN
157
25
3,5
50
60,1
3,5
25
30
70
15 3,5 21,5
3,5
30
25
3,5
76,5
C
D
E
157
CONFIGURATION: SECTION A
3,5
80
3,5
3,5 15
3,5
217,2
3,5
43,2
3,5
3,5 15
15 3,5
43,2
18,25 3,5 18,25
3,5
3,5
25
50
103,35
A
B
60,1
103,35
3,5
217,2
B
3,5
30
80
15 3,5 21,5
15 3,5
30
3,5
25
25
3,5
3,5
A
3,6
50
3,6
50
160,8
50
3,6
3,5
70
3,5
3,5
76,5
157
50
50
3,6
160,8
3,6
50
3,6
CONFIGURATION: SECTION B
3,5
25
30
15 3,5 21,5
157
CONFIGURATION: SECTION C
30
25
3,5
3,6
50
3,6
50
160,8
50
3,6
3,5 15
15 3,5
50
43,2
3,5
15
50
15 3,5
217,2
50
3,6
50
160,8
3,6
50
3,6
CONFIGURATION: SECTION D
3,5
40
40,05
50,1
217,2
40,05
40
3,5
50
50
3,6
160,8
3,6
50
3,6
CONFIGURATION: SECTION E
3,5
25
60,1
40
217,2
60,1
25
3,5
MASSES OF MASONRY WALLS mw, FLOORS mf (DEAD LOAD) AND WEIGHTS
ml (LIVE LOAD), CONCENTRATED AT FLOOR LEVELS, AND TOTAL MASS OF
THE MODELS mtot (IN kg):
Model
M2-2
Masonry mw
Floor slab mf
Weights ml
Total/floor
1st floor
2nd floor
3rd floor
70
218
300
588
70
218
300
588
35
218
480
553
MATERIAL PROPERTIERS:
Quantity
Compressive strength of units (MPa)
Specific weight of units (kN/m3)
Compressive strength of mortar (MPa)
Compressive strength of masonry (MPa)
Tensile strength of masonry (MPa)
Modulus of elasticity (MPa)
Shear modulus (MPa)
Value
2,91
6,8
1,34 - 1,16
1,85
0,06
700
68,9
Total
mass
1764
INSTRUMENTATION: