Damage assessment of reinforced concrete frames to ground excitations

In this thesis, it has been shown that the shear strength of an RC section may increase by about 40% under EIGM loading. A damage assessment technique is proposed for response of RC frames during Phase I. This technique considers the strength-enhancement effects and reflects the possible failure mec...

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Bibliographic Details
Main Author: Lim, Chee Leong
Other Authors: Pan, Tso-Chien
Format: Thesis
Language:English
Published: 2008
Subjects:
Online Access:https://hdl.handle.net/10356/12037