Mansouri A, Marefat MS, Khanmohammadi M (2014) Experimental evaluation of seismic performance of low-shear strength masonry infills with openings in reinforced concrete frames with deficient seismic details. Struct Design Tall Spec Build 23(15):1190–1210. https://doi.org/10.1002/tal.1115 Article...
Any wall that is not isolated will participate in shear resistance to horizontal forces parallel to the wall. Since it tends to deform under stress when the surrounding framework deforms. The distribution of lateral loads on shear walls varies with their height. For example under lateral wind ...
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Finally, the designed structure is analyzed with nonlinear static analysis method and the design is adjusted by the pushover analysis result until it is satisfied. 展开 关键词: frame-shear wall structure displacement-based seismic design performance level equivalent parameter ...
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For example, Liu et al. [27] developed a new type of SAP that was different from conventional SAP in molecular structure. They reported that a shear wall of concrete (20 × 50 × 0.85 m3) with the new SAP had not cracked at seven days, whereas a concrete using an expansion...
In particular, this paper focuses on: (1) material and fabrication tests of the 3D printed formwork, (2) the computational design process of ribbed floor slabs, and (3) the fabrication process of ribbed floor slabs. This section describes the scope of the study, the content, and how it ...
For design purpose, one can use this line to determine the required riprap sizes to be used beneath the SLC. The procedure is to first assume a riprap size and calculate Yt/d50. Then SN can be obtained from Fig. 21 to compute the riprap size. By the new riprap size, the ratio of ...
Mónica Lucía Aĺvarez-Láinez, in the Department of Product Design Engineering at Universidad EAFIT. Funding The financial support by the Universidad Pontificia Bolivariana (UPB) to the project number 722B-01/17-57, under which the present study is carried out, is acknowledged....
One of the important factors in PCP hydrological design is the permeability. Many hydrological parameters of PCP depend on this property, which generally has a value in range of 0.2–1.2 cm/s [35]. The water permeability coefficient of PCP can be measured by a simple falling head ...