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Structural damage detection from modal strain energy change
ZY Shi, SS Law, LM Zhang - Journal of engineering mechanics, 2000 - ascelibrary.org
A structural damage detection method based on modal strain energy (MSE) change before
and after damage is presented in this paper. The localization of damage based on MSE of …
and after damage is presented in this paper. The localization of damage based on MSE of …
Improved damage quantification from elemental modal strain energy change
ZY Shi, SS Law, LM Zhang - Journal of engineering mechanics, 2002 - ascelibrary.org
An improved structural damage quantification algorithm is presented based on the
elemental modal strain energy change before and after the occurrence of damage in a …
elemental modal strain energy change before and after the occurrence of damage in a …
Robustness of bolted-angle connections against progressive collapse: Experimental tests of beam-column joints and development of component-based models
Several structural collapse incidents indicate that failure usually starts from beam-column
joints exposed to abnormal loads, especially for steel and composite structures. If the …
joints exposed to abnormal loads, especially for steel and composite structures. If the …
Numerical analysis and preliminary design of topside of an offshore platform using FGM and X52 steel under special loads
This study investigates the behavior of the topside of an offshore platform under
hydrocarbon explosion and wind. Topside is designed for a combination of loads arising …
hydrocarbon explosion and wind. Topside is designed for a combination of loads arising …
[PDF][PDF] Semi-rigid behaviour of stainless steel beam-to-column bolted connections
Stainless steel is increasingly used in structural applications but there is still significant lack
of experimental evidence on the moment-rotation (M-φ) behaviour of moment resisting beam …
of experimental evidence on the moment-rotation (M-φ) behaviour of moment resisting beam …
Robustness of bolted-angle connections against progressive collapse: Mechanical modelling of bolted-angle connections under tension
Traditional design of connections is limited to moment-rotation characteristics and the
information about the deformation capacities of connection components is quite limited …
information about the deformation capacities of connection components is quite limited …
Behaviour of top-seat double web angle connection produced from austenitic stainless steel
Beam-to-column connections are regarded as one of the critical elements in structures,
especially in the case of bare metallic frame construction, as the overall structural …
especially in the case of bare metallic frame construction, as the overall structural …
A design model for semi-rigid connections
FH Wu, WF Chen - Engineering Structures, 1990 - Elsevier
A three-parameter exponential model is proposed to represent the behaviour of top-and seat-
angles with or without double web-angle connections. Two of the parameters, the initial …
angles with or without double web-angle connections. Two of the parameters, the initial …
Static and cyclic performance of semirigid steel beam-to-column connections
A Azizinamini, JB Radziminski - Journal of Structural engineering, 1989 - ascelibrary.org
This paper presents the results of a study of the performance of semirigid steel beam-to-
column connections under static and cyclic loadings. Tests are reported for connections …
column connections under static and cyclic loadings. Tests are reported for connections …
Structural damage detection from incomplete and noisy modal test data
SS Law, ZY Shi, LM Zhang - Journal of Engineering Mechanics, 1998 - ascelibrary.org
Existing research on structural damage detection usually requires information at every
degree of freedom, and this contradicts the usual practice of having a small number of …
degree of freedom, and this contradicts the usual practice of having a small number of …