Results 341 to 350 of about 2,831,439 (376)

Analysis of Pierced Shear Walls

Journal of the Structural Division, 1968
The continuous connection method of analysis of coupled shear walls assumes that the discrete system of connections, formed by lintel beams or floor slabs, may be replaced by an equivalent continuous medium. By assuming that all cross-beams have a point of contraflexure at midspan, the behavior of the system may be expressed as a single second-order ...
Ravi D. Puri, Alexander Coull
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Interface tilt walls, shear walls and cracks

Physica Scripta, 1992
The problem of the tilt (and the shear) boundary near or at an interface separating two elastic half spaces of differing elastic constants is related to the problem of the mode I and the mode II interface crack. The existing solutions for crack problems are based on the solution of the stress-displacement field of a discrete edge dislocation near an ...
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Frame-shear wall interaction

2022
This thesis was scanned from the print manuscript for digital preservation and is copyright the author. Researchers can access this thesis by asking their local university, institution or public library to make a request on their behalf. Monash staff and postgraduate students can use the link in the References field.
openaire   +1 more source

Nonlinear behavior of connections in RCS frames with bracing and steel plate shear wall

, 2016
. Steel systems composed of Reinforced Concrete column to Steel beam connection (RCS) have been raised as a structural system in the past few years.
S. Ghods, A. Kheyroddin, M. Nazeryan, S. M. Mirtaheri, M. Gholhaki   +4 more
semanticscholar   +1 more source

An Omnidirectional Wall Shear Meter

Journal of Fluids Engineering, 1980
An omnidirectional wall shear meter has been developed which is capable of the direct measurement of both magnitude and direction of wall shear stress. Linearity, resolution, and accuracy have been demonstrated analytically and experimentally by static and dynamic calibration. The floating element device works on the cantilevered beam principle.
M. H. Tennant, J. E. Mcallister, F. J. Pierce   +2 more
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Progressive collapse resistance of two typical high-rise RC frame shear wall structures

, 2015
Existing research on progressive collapse of building structures mainly focuses on concrete and steel frame structures. To investigate the progressive collapse resistance of high-rise RC frame shear wall structures, two typical 15-story building models ...
Peiqi Ren, Yi Li, H. Guan, Xinzheng Lu
semanticscholar   +1 more source

Interaction of Shear Walls and Frames

Journal of the Structural Division, 1964
The distribution of lateral forces and their effects on the resisting elements of buildings braced with shear walls are obtained by an iterative method directly applicable to design. The method is suitable both for manual computations as well as for relatively small computers with memory capacity less than 20,000 digits.
John A. Sbarounis, Fazlur R. Khan
openaire   +2 more sources

Seismic performance of precast shear wall-slab connection under cyclic loading: experimental test vs. numerical analysis

Earthquake Engineering and Engineering Vibration, 2020
S. Arthi, K. Jaya
semanticscholar   +1 more source

Topology optimization of shear wall structures under seismic loading

, 2020
P. Zakian, A. Kaveh
semanticscholar   +1 more source

Near-Wall Measurements and Wall Shear Stress

2011
The near wall region in turbulent boundary layer flows is important for many reasons and is at the focus of many investigations. It is however very difficult to study this region experimentally, partly because of strong demands on spatial resolution, but also because the presence of the wall influences the performance of the measurements.
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