Results 311 to 320 of about 2,904,856 (394)
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Frame - Shear Design of Shear Wall Structure

Applied Mechanics and Materials, 2014
Articles with engineering examples discussed in the frame - shear wall structure of how to lay out the structure can effectively enhance the seismic performance of validated reasonable set of structural shear wall seismic played a key role, and for the frame - shear wall structure summed up the points to improve the seismic performance measures and ...
Yong Wei Wang, Hong Xia Li, Yang Cheng
openaire   +1 more source

Shear Lag in Shear/Core Walls

Journal of Structural Engineering, 1996
Shear lag occurs not only in bridge decks and framed tubes, but also in shear/core walls. However, there have been relatively few studies on shear lag in wall structures. Moreover, most existing theories neglect shear lag in the webs and, although they are acceptable for bridge decks that normally have flanges wider than webs, they may not be ...
openaire   +2 more sources

Analysis on Interruption and Plane Layout of Shear Wall for Frame-Shear Wall Structure with Top Fault Shear Wall

2009 International Conference on Information Management, Innovation Management and Industrial Engineering, 2009
According to the force-deformation characteristics of frame-shear wall structure, the calculation and analysis model of the "Style Box" type layout of frame-shear wall structure is advanced with the basic and simple arrangement of frame- shear wall structure.
Li Qin, Ang Xu, Qi-shou Du
openaire   +1 more source

Intelligent design of shear wall layout based on diffusion models

Comput. Aided Civ. Infrastructure Eng.
This study explores artificial intelligence (AI) for shear wall layout design, aiming to overcome challenges in data feature sparsity and the complexity of drawing representations in existing AI‐based methods.
Yi Gu   +3 more
semanticscholar   +1 more source

Seismic Collapse Fragility Analysis of Reinforced Concrete Shear Wall Buildings

Earthquake spectra, 2019
This paper examines the behavior of reinforced concrete shear wall buildings subjected to strong earthquake ground motions, with a focus on collapse performance. The effect of varying the number of stories, shear wall and boundary element dimensions, and
Mayssa Dabaghi   +2 more
semanticscholar   +1 more source

Effect of Connection Deficiency on Seismic Performance of Precast Concrete Shear Wall-Frame Structures

Journal of Earthquake and Tsunami, 2019
The quality of precast concrete (PC) component connections is one of the main factors that affect the seismic reliability of PC structures. China is developing PC structures in high seismic regions, and it is important to assess the effect of connection ...
Z. Cao, Quanwang Li
semanticscholar   +1 more source

Stiffened Coupled Shear Walls

Journal of Engineering Mechanics, 1989
A method of analysis (based on the continuum approach) is derived for investigating the beneficial effect of a stiffening beam, which may be positioned somewhere along the structural height, on laterally loaded coupled shear walls. It is shown that the incorporation of a stiffening beam into coupled shear walls will reduce considerably the maximum ...
Chan, Honchuen, Kuang, Jun Shang
openaire   +2 more sources

Efficient analysis of shear wall-frame structural systems

Engineering computations, 2019
Purpose This paper aims to propose an efficient method to conduct the preliminary analyses of medium or high-rise wall-frame structural systems with vertically varying properties. To this end, a finite element is formulated to take the shear deformation
G. Xia, Wenya Shu, I. Stanciulescu
semanticscholar   +1 more source

Stiffened, Coupled Shear Walls

Journal of Structural Engineering, 1991
The paper presents a general continuum analysis of a pair of laterally loaded, coupled shear walls, supported either on rigid or elastic foundations, with either one or two stiffening beams at arbitrary positions on the height. Numerical studies are used to investigate the influence of the rigidities and locations of the stiffening beams on the lateral
Alex Coull, Lamri Bensmail
openaire   +1 more source

Stiffening of Shear Walls

Canadian Journal of Civil Engineering, 1974
In interacting shear wall and flat slab-column construction it is desirable to be able to evaluate the contribution of the columns to the stiffness of the lateral load resisting system. This paper presents a relatively simple method whereby this contribution can be determined, both in terms of the reduction in lateral displacement and the reduction in
Paul C. K. Chan, Arthur C. Heidebrecht
openaire   +1 more source

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