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prediction-of-the-seismic-response
Interactive 3D RC Building with Infill Walls as Diagonal Struts
plotly-logomark
Prediction of the seismic responses and fundamental period of vibration
Input Parameters
length of bays in x
(m)
:
length of bays in y
(m)
:
height of floor
(m)
:
bays in x:
bays in y:
floors:
depth_of_beam
(m)
:
width_of_column
(m)
:
elastic modulus of masonry
(MPa)
:
wall opening
(%)
:
Predict
Outputs
Max top story displacement : 0.1142
m
Max interstory drift : 0.0099
Max base shear : 10013.2148
kN
Fundamental time period : 0.4119
sec
Developed by
Ajaya Khatri
mrajayakhatri@gmail.com
Range of application
2.5 ≤ length of bays in x (m) ≤ 4.5
2.5 ≤ length of bays in y (m) ≤ 4.5
2.6 ≤ height of floor (m) ≤ 3
2 ≤ bays in x ≤ 4
2 ≤ bays in y ≤ 4
2 ≤ floors ≤ 5
0.325 ≤ depth_of_beam (m) ≤ 0.45
0.3 ≤ width_of_column (m) ≤ 0.7
900 ≤ elastic modulus of masonry (MPa) ≤ 1900
20 ≤ wall opening (%) ≤ 60
Note: To ensure the parameters are in range of application an automatic validation is added for inputs.
© Ajaya Khatri 2024