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Copyright of Atomic Energy Science & Technology is the property of Editorial Board of Atomic Energy Science & Technology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Low-Carbon Chemistry & Chemical Engineering is the property of Low-Carbon Chemistry & Chemical Engineering Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Shenzhen University Science & Engineering is the property of Editorial Department of Journal of Shenzhen University Science & Engineering and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

In order to study the seismic behavior of the semi-rigid connection steel frame and low yield point (LYP) steel plate shear walls (SPSW) with two-side connections, a one-third scale, one-bay and two-story specimen of semi-rigid connection steel frame LYPSPSW with two-side connections was tested under the quasi-static loading to determine some seismic properties, including load-carrying capacity, stiffness, envelop curves, and energy dissipation. The results show that the specimen exhibits excellent ductility and energy dissipation capacity. The cooperative work between the frame and the LYP steel plate shear wall is improved. Full-height channel steel, which provides the anchoring effect of infilled steel plates, increases the effective lateral area of general SPSW with two-side connections. Buckling-restrained element improves the force condition of steel panels, increases load-carrying capacity and the stiffness of structure，and reduces the pinching shape in hysteretic loops which is another shortcoming of SPSW with two-side connections. The research provides a reference for theoretical analysis and engineering application of the structural system. [ABSTRACT FROM AUTHOR]

Copyright of Journal of Japan Academy of Midwifery is the property of Japan Academy of Midwifery and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Japan Academy of Midwifery is the property of Japan Academy of Midwifery and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Japan Academy of Midwifery is the property of Japan Academy of Midwifery and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)