INELASTIC BEHAVIOR OF EARTHQUAKE RESISTANT WALL GOVERNED BY SHEAR FAILURE FILLED IN FRAME : On shear wall failing in slip failure of wall panel
نویسندگان
چکیده
منابع مشابه
investigation of frame and shear wall interaction
the combination of flexural frame and shear wall is one of the suitable systems to apply in reinforced concrete buildings. the deflections of flexural frame become limited due to the high stiffness of wall and the interaction of these systems. tall buildings even higher than fifty stories can be designed by using frame- wall systems. with respect to special behavior of flexural frame or shear w...
متن کاملStrain based panel elements for shear wall analysis
The finite element method (FEM) can be applied to practically analyze the tall buildings in which the shear walls are used to resist the lateral loads. Accordingly, a variety of displacement and strain-based as well as frame macro elements have been proposed for analysis of the tall buildings. With respect to application of the lower order plane stress elements, analytical problems may arise wi...
متن کاملShear Wall and Frame Interaction Terminology
Shear wall is one of the most commonly used lateral load resisting in high rise building. Shear wall has high in plane stiffness and strength which can be used to simultaneously resist large horizontal load and support gravity load. The objective of the present study is to study the behavior of building frame in the lateral load analysis of shear wall-frame structures; a fundamental goal is to ...
متن کاملPerformance-Based Plastic Design of Moment Frame-Steel Plate Shear Wall as a Dual System
Steel Plate Shear Wall (SPSW) is an emerging seismic load-resistant system that, compared to other systems, enjoys the advantages of stable ductile behavior, fewer detailing requirements, rapid constructability, and economy. American seismic provisions decree that a SPSW should be designed as a moment frame with a web infill plate. Specifically, in case of buildings taller than 160 ft, it decre...
متن کاملCompetition between wall slip and shear banding in wormlike micelles
The interplay between shear band (SB) formation and boundary conditions is investigated in wormlike micellar systems using ultrasonic velocimetry coupled to standard rheology in Couette geometry. Transient strain-controlled experiments are performed on 6 and 10 wt. % CPyCl–NaSal wormlike micelle solutions. Time-resolved velocity profiles measured in smooth and sand-blasted geometries show (i) t...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 1988
ISSN: 0910-8025,2433-0000
DOI: 10.3130/aijsx.384.0_106