E earthquake-induced damage of your ECC-reinforced pier is so smaller (i.e., 1.07), which requirements no repair however the RC pier should be retrofitted just after earthquake.Figure 22. Shear force vs. drift ratio.Figure 23. Bending moment vs. curvature ductility.six. Conclusions This study presented a resilient self-centering bridge system using the ECC-reinforced Troglitazone Ferroptosis rocking pier. An experimental study around the ECC-reinforced column was employed toMaterials 2021, 14,19 ofdemonstrate the accuracy of the proposed constitutive model of your ECC material implemented in OpenSees. The advantages on the resilient ECC-reinforced rocking bridge method, such as low damage and negligible residual deformation, have been verified by conducting a series of nonlinear seismic analyses on both resilient and conventional bridges with RC or ECC-reinforced piers. A number of comments and conclusions are summarized as follows: 1. All the traditional plus the resilient rocking bridge systems together with the RC pier or the ECC-reinforced pier can satisfy the seismic design and style objectives beneath E1 level earthquakes; The proposed resilient rocking bridge method with all the RC pier or the ECC-reinforced pier shows Seclidemstat Epigenetics superior seismic efficiency over the standard bridge when it comes to the response for instance the curvature ductility of your pier, bearing deformation, drift ratio, and residual drift ratio of your bridge beneath E2 level earthquakes; The resilient rocking bridge using the ECC-reinforced pier can obtain superior damage retrofitting capacity than the resilient rocking bridge with RC pier. The average maximum curvature ductility with the ECC-reinforced pier was only 0.98 however the counterpart from the RC pier was 1.five which indicates the RC seasoned yielding state during E2 level earthquakes; Due to the protection mechanism (i.e., self-locking impact) of your SMA washer spring device against overload as well as the super resilient home of your ECC material, the resilient rocking bridge system shows the outstanding harm control capacity; The SMA washer spring device can not only supply restoring force for the resilient bridge program but also can dissipate moderate earthquake power input.two.three.4.five.Author Contributions: Conceptualization, K.C.; Data curation, D.Y.; Formal evaluation, X.L.; Investigation J.C., Y.L. and D.Y.; Validation, Y.L.; Writing–original draft, X.L.; Writing–review editing, K.C. All authors have read and agreed to the published version from the manuscript. Funding: This study was funded by National Essential R D Program of China, grant number 2018YFC0809606 and also the Fundamental Investigation Funds for the Central Public Investigation Institute, grant number 2018-9025. Institutional Evaluation Board Statement: Not applicable. Informed Consent Statement: Not applicable. Information Availability Statement: The data presented in this study are offered on request from the corresponding author. Conflicts of Interest: The authors declare no conflict of interest.materialsArticleHigh Temperature Oxidation Behaviors of BaO/TiO2 Binary Oxide-Enhanced NiAl-Based CompositesBo Li 1, , Ruipeng Gao 2 , Hongjian Guo three and Congmin Fan four, State Essential Laboratory for Mechanical Behaviour of Materials, College of Components Science and Engineering, Xi’an Jiaotong University, Xi’an 710049, China School of Mechanical and Precision Instrument Engineering, Xi’an University of Technology, Xi’an 710048, China; [email protected] College of Bailie Mechanical Engineering, Lanzhou City University, Lanzhou 730070, China; [email protected] College of Mater.
