Specifications

Volume: 30
Issue: 8
Issue date: August 2013
Publication year: 2013
Pages: 193-198
Language: Chinese
ISSN: 10004750
CODEN: GOLIEB
Document type: Journal article (JA)
Publisher: Tsinghua University, Tsinghua University Xueyan Plaza, 100084, China
Abstract: Based on the study of a new semi-rigid composite frame with a steel-plate shear wall
system, the structural bearing capacity of different wall forms, the stress and deformation
development history are analyze using ANSYS program, and the effects on the bearing capacity of
a hinged connection, a rigid connection and a semi-rigid connection are compared. The results
show that the yield limitation of the frame is increased about 20%, and the ultimate bearing
capacity is increased about 10% after setting stiffeners. For a bending-frame steel-plate
shear-wall structure, the beam and the column are combined through the rigid connection with
wall to form a double lateral force resisting system, and the ultimate bearing capacity of a rigid
node is increased about 15% than that of a hinged one. There is about 5% difference for the
ultimate bearing capacity between a semi rigid node and a hinged one, which is only a single
lateral force resisting system. The research provides a basis for the new structural system and its
theoretical analysis.
Number of references: 10
Main heading: Plates (structural components)
Controlled terms: Bearing capacity - Numerical analysis - Shear walls
Uncontrolled terms: Computational analysis - Lateral force resisting system - Semirigid
connections - Skeleton curves - Spring element - Steel plate shear walls - Stress
and deformation - Ultimate bearing capacity
Classification code: 402 Buildings and Towers - 408.2 Structural Members and Shapes -
421 Strength of Building Materials; Mechanical Properties - 921.6 Numerical Methods
DOI: 10.6052/j.issn.1000-4750.2012.04.0290
Database: Compendex
Compilation and indexing terms, © 2013 Elsevier Inc.
4.
Accession number: 20133916792378
Title: Large-size data tasks scheduling algorithm of urban rail transit line network in the cloud
Authors: Han, Quanye1, 2 ; Wang, Xiaoming2 ; Dang, Jianwu2 ; Hei, Xinhong3/;;;黑新宏
Author affiliation: 1 Department of Computing Informatics, Shaanxi Radio and TV University,
No. 32, Hangguang Road, Xi'an 710119, China
2 School of Electronics and Information Engineering, Lanzhou Jiaotong University, No. 88, West
Anning Road, Lanzhou 730070, China
3 School of Computer Science and Engineering, Xi'an University of Technology, No. 5, South
Jinhua Road, Xi'an 710048, China