Timber Cubes and 80ft.-span Bridge Table 来自 nzetc.victoria.ac.nz 喜欢 0 阅读量: 23 作者: PW Department 收藏 引用 批量引用 报错 分享 全部来源 求助全文 nzetc.victoria.ac.nz 相似文献Structural capacity of timber I-joist with flange notch: Experimental evaluation Timber I-joist is a ...
The connector 40 illustrated in FIGS. 6 and 7 is used as a floor bearer connector for connecting a joist 41 to a bearer 42. The cranked stem of floor bearer connector 40 may be cranked to an angle sufficient for the respective connectors 40 to cross over as shown in FIG. 4(a) or ...
The geometrical details of the tested joists are described in Table 3. In all cases, the configuration was a simply-supported joist with a span of 4.00 m. The cross-section was rectangular, but the depth and width were slightly variable because of the natural imperfections of these elements....
[28] worked with full-scale multi-joist TCC floor specimens made of concrete, hardwood, and LVL joists connected by expanded steel mesh shear connectors. The results demonstrated that steel mesh plates were efficient shear connectors in TCC floors (Figure 2). The connectors showed significant slipp...
Intertek, “Report of Testing FX Lumber Guard Fire Retardant for I-Joist, Truss Joist (TJI), FLoor Joist, Ceiling Joist, amd OSB”, Mar. 2013, (pp. 1-9). Intertek, “Report of Testing FX Lumber Guard”, Nov. 2014, (pp. 1-9). Intertek, “Report of Testing FX Lumber guard ...
Schmidt and Austin [31] analysed how buildings can be adapted to change, defining six levels of adaptability: adjustable, versatile, refitable, convertible, scalable and movable. These categories define increasing changes to the building, from flexible buildings that can be modified by occupants ...
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The details of the floors, including the floor span, joist section, floor system, joist-end restraints, and the type of subfloor, are listed in Table 2. Cold-formed steel deck, OSB, and fiber-reinforced cement (FC) were used as a subfloor. To evaluate the effects of joists’ web ...
Figure 3. (a) Wood-based wall-to-joist connections; (b) steel-based wall-to-joist connections. Table 2. Nomenclature, dimensions, and support details of laboratory timber floors. As a vibration source, a set of 36 short-duration walks were performed on each floor considering the different...
[15] describe the development and validation of finite element methods (FEM) for simulating the dynamic response of a dowelled-joist wood floor at low frequencies up to 200 Hz. The FEM models were validated against experimental modal analysis, and both rigid and spring connectors were used to ...