For the three-story shear frame excited by horizontal ground motion, answer the following question: ml2 Rigid beams h EI/3 EI/3 h 2EI13 2E/3 EI EI

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the three-story shear frame excited by horizontal ground motion, answer the following question:
m/2
Rigid beams
EI13
EI/3
m
h
2EI13
2EI/3
h
EI
EI
2h
1- The frame has the following properties: h = 12 ft, m = 100 kips/g, I=1400 in4, E=29,000
ksi, and the damping ration 5 %. Determine the response of this frame to ground motion
characterized by the design spectrum shown in below Figure scaled to g/3 peak ground
acceleration.
(a) Compute the peak modal responses for floor displacements, story drifts, shears and
overturning moments.
(b) Determine an estimate for the peak value of the total response by combining the
peak modal values according to the ABBSSUM and SRSS rules.
Transcribed Image Text:For the three-story shear frame excited by horizontal ground motion, answer the following question: m/2 Rigid beams EI13 EI/3 m h 2EI13 2EI/3 h EI EI 2h 1- The frame has the following properties: h = 12 ft, m = 100 kips/g, I=1400 in4, E=29,000 ksi, and the damping ration 5 %. Determine the response of this frame to ground motion characterized by the design spectrum shown in below Figure scaled to g/3 peak ground acceleration. (a) Compute the peak modal responses for floor displacements, story drifts, shears and overturning moments. (b) Determine an estimate for the peak value of the total response by combining the peak modal values according to the ABBSSUM and SRSS rules.
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