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The rucksack (1) has a semi-rigid frame (2) with flexible plates (5) held in cases (4) fixed to the back of the rucksack. The case is open either at the top or bottom so that the plate can be removed and used in two positions as its extremities (5a-b,5d) have different streng...
This paper presents a graphical method of analysis for preliminary design of horizontally loaded tall buildings which are laterally supported by vertical trussed frames and horizontal off-set riggers which are located in the exterior or facade skeletal frame structures in the direction of the lateral...
They have important applications in practice because of their economy and because of the many cases where tubular columns are required to develop frame action, for example because cross-bracing has to be excluded.Although much of this data already exists for open section columns, such as H-...
Frame Type Portal Frame Roof Cladding EPS/Fiberglass Wool/ PU Sandwich Panel Wall Cladding Glass Wool Composite Sandwich Panel on Site Door Sliding Door, Rolling Shutter Door, Access Door Window Sliding Window, Fixed Window, Top Hung Window Design Load W...
The strength predicted by the proposed method is well compared with the test. A design example is provided fur a two-story four-bay semi-rigid frame. A new generation of codes is expected to adopt this convenient and practical methodology. 展开 被引量: 1 年份: 1997 ...
A cooling tower is disclosed that is resistant to lateral displacement while minimizing the number and type of parts, and while limiting the amount of horizontal bracing. The cooling tower has a fiber reinforced material skeletal frame. Moment-transferring connections are provided in the connections ...
The upper part of the spoiler has a rigid structure (5) and is linked to the drawbar frame by a flexible skirt (6). Bracing (12) inside the structure provides support for wind deflection etc. The bottom skirt has openings for access to the gas bottle rack and to the nosewheel etc. ...
Wind Pressure Factors, Specification Requirements, Mill-Building Stresses, Rigid Joint, Wind Bracing for Office BuildingsRobins Fleming
(5) 2.1.2. Particle Internal Forces From the discretization procedure of a three-dimension steel frame in Figure 1, it can be found that the establishment of MDEM model is different from that of the conventional DEM model. In the MDEM, the radius of the particles at both ends (RB) of...