Abstract: A method for the scheme design of shear wall structure based on a generative adversarial network includes: obtaining an architectural drawing; extracting key elements from the architectural drawing, coding the key elements by colors, and generating image features; inputting the image features into a pre-trained structural-design-oriented generative adversarial network model for processing to generate a structural drawing.

Abstract: A method and device for city-scale nonlinear time-history analysis. The method comprises: acquiring building data; obtaining a model type corresponding to the building data according to the building data; establishing a multiple mass shear series model or a multiple mass shear-flexural parallel model corresponding to the building data according to the model type corresponding to the building data; performing nonlinear history analysis according to time history data of ground motion acceleration from each building through the multiple mass shear series model or the multiple mass shear-flexural parallel model, to obtain a nonlinear history analysis result; obtaining a seismic damage state and an analysis result of each story of each building according to the nonlinear history analysis result.

Abstract: A method and device for city-scale nonlinear time-history analysis. The method comprises: acquiring building data; obtaining a model type corresponding to the building data according to the building data; establishing a multiple mass shear series model or a multiple mass shear-flexural parallel model corresponding to the building data according to the model type corresponding to the building data; performing nonlinear history analysis according to time history data of ground motion acceleration from each building through the multiple mass shear series model or the multiple mass shear-flexural parallel model, to obtain a nonlinear history analysis result; obtaining a seismic damage state and an analysis result of each story of each building according to the nonlinear history analysis result.

Abstract: Provided is an application of tranilast in the preparation of a medicament for treating scleredema diabeticorum. Tranilast was originally used clinically for the treatment of allergic diseases and keloids, which is a safe and effective medicament with few adverse reactions that has been used clinically for many years, it is currently used in patients with scleredema diabeticorum who have no definite therapeutic schedule, and after 3 months of application, the symptoms may be observed to be significantly relieved in clinical practice, the thickness of the skin was significantly thinner detected by B-ultrasound and no significant adverse reactions were observed. This suggests that the medicament can quickly control the skin lesions of the patients with scleredema diabeticorum, reduce the clinical symptoms, and has good tolerance, high patient compliance, rare adverse reactions, and good clinical efficacy and safety.

Abstract: An impact resisting column assembly of train station is provided. The column assembly includes: a column (2); an encasing steel plate (8) wrapping about the column (2); a rigid jacket (3) having a rectangular cross-section, fitted over the encasing steel plate (8) and spaced apart from the encasing steel plate (8); and mild steel energy dissipators (7) disposed between a first side (81) of the encasing steel plate (8) and a first side (31) of the rigid jacket (3), and between a second side (82) of the encasing steel plate (8) and a second side (31) of the rigid jacket (3), in which the first and second sides (81, 82) are parallel with each other and perpendicular to an extension direction of a railway (1) in the train station, and the first and second sides (31, 32) are parallel with each other and perpendicular to the extension direction.

Abstract: An impact resisting column assembly of train station is provided. The column assembly includes: a column (2); an encasing steel plate (8) wrapping about the column (2); a rigid jacket (3) having a rectangular cross-section, fitted over the encasing steel plate (8) and spaced apart from the encasing steel plate (8); and mild steel energy dissipators (7) disposed between a first side (81) of the encasing steel plate (8) and a first side (31) of the rigid jacket (3), and between a second side (82) of the encasing steel plate (8) and a second side (31) of the rigid jacket (3), in which the first and second sides (81, 82) are parallel with each other and perpendicular to an extension direction of a railway (1) in the train station, and the first and second sides (31, 32) are parallel with each other and perpendicular to the extension direction.