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Articles by Dan Gan
Efficacy of Electroacupuncture for Chronic Pelvic Pain: A Randomized, Single-Blind, Sham-Controlled Trial
Lishi Huang,1,2,* Jin Yu,3,* Dan Gan,4,* Yan Ding,2,5 Yeping Yang,2,6 Furui Jin1,2 1Department of Traditional Chinese Medicine Gynecology, The International Peace Maternity and Child Health Hospital, School of Medicine, Shanghai Jiao Tong University, Shanghai, People’s Republic of China; 2Shanghai Key Laboratory of Embryo Original Diseases, Shanghai, People’s Republic of China; 3Department of Traditional Chinese Medicine, Gynecology Specialty, First Affiliated Hospital of Naval...
Physical Activity for Persons with Intellectual and Developmental Disabilities: A Support Guide for Health Care Professionals
1 Caspersen CJ Powell KE Christenson GM. Physical activity, exercise, and physical fitness: definitions and distinctions for health-related research. Public Health Rep. 100: 126-131 Being physically active improves physical and mental health while physical inactivity raises the risk of illnesses and death.
Cyclic Behavior of Gabled Frames with Web-Tapered Columns and Rafters
This is an early access version, the complete PDF, HTML, and XML versions will be available soon.
Behavior of CFST Column to Concrete-Filled U-Shaped Steel Beam Joints with Slabs under Cyclic Loading
Downloaded 0 times Technical Papers Abstract This study proposes a through-beam composite joint system to connect square concrete-filled steel tubular (CFST) columns and concrete-filled U-shaped steel (CFUS) beams. In the joint system, channel-shaped holes in the square steel tube allow direct load transfer of the beam. Two procedures for constructing the joints, denoting two types of joint details (i.e., Type-I and Type-II), are proposed to facilitate field installation.
Improved Composite Effect of Square Concrete-Filled Steel Tubes with Diagonal Binding Ribs
Downloaded 0 times Technical Papers Abstract This paper proposes a scheme to improve the structural behavior of square concrete-filled steel tubular (CFST) columns, in which diagonal binding ribs are welded at all the four pairs of adjacent sides of the square tube. Thus, both the confinement from the stiffened square steel tube to the infilled concrete and local buckling behavior of the tube can be enhanced.
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