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Design building frame

This type of construction uses precast concrete walls with steel or concrete frames (Figure 4.2). The frame resists all vertical loads and precast shear walls resist lateral loads. Ductile connections for precast panels are an important consideration. Precast panels are made with embedded steel connection devices attached to the building frame by bolting or welding. The roof is usually a concrete slab on metal deck. The metal deck is attached to steel framing by studs or puddle welds. Tins type of construction can be economically designed to withstand blast loading on the order of 7 to 10 psi (48 to 69 kPa) side-on overpressure. [Pg.160]

Warehouse Building Provide seismic design of warehouse structural framing system using one of four types Bearing wall system Building frame system Movement-resisting frame system Dual system... [Pg.105]

Mill buildings for chemical processing Prefabricated steel frame, side walls and roof concrete floor 6 Custom-designed, steel frame, masonry side walls with... [Pg.336]

Dzerzhinsk (Russia). Catastrophic destruction of an industrial building in result of karst collapse and instant formation of a sinkhole with the diameter over 30 m. The design type of the building—frame on isolated foundations. There was no loss of life because the collapse happened 1 hour before the beginning of the working day. Scenario type— AIII-Bc-Cl. R = 0.001. [Pg.886]

Takewaki, I., Yoshitomi, S. (1998). Effects ofsupport stiffnesses on optimal damperplacementfora planar building frame. Journal ofthe Structural Design ofTallBuildings, 7(4), 323-336. doi 10.1002/ (SICI)1099-1794(199812)7 4<323 AID-TAL115>3.0.CO 2-L... [Pg.110]

Most structural members were made up of riveted plates and cormections for larger structures (Fig. 6) and riveted smaller rolled sections for buildings (Fig. 7). Structures that contained steel columns and beams encased in masoiuy or concrete survived the earthquake and fire relatively unscathed (Fig. 5). The superior performance of steel frames was enshrined in the report by ASCE (1906), which stated The well-designed steel frame offers the best solution of the question of an earthquake proof building, as all the stresses can be cared for. [Pg.3420]

The toughness of wood is important in design for exactly the same reasons that that of steel is it determines whether a structure (a frame building, a pit prop, the mast of a yacht) will fail suddenly and unexpectedly by the propagation of a fast crack. In a steel structure the initial crack is that of a defective weld, or is formed by corrosion or fatigue in a wooden structure the initial defect may be a knot, or a saw cut, or cell damage caused by severe mishandling. [Pg.284]

Enhanced pre-engineered metal buildings are comprised of steel Frames with cold-formed steel panels supported on cold-formed steel girts and purlins as illustrated in Figure 4.1. The steel frame is designed to resist all vertical and lateral loads. Design improvements to enhance blast resistance can be achieved by ... [Pg.23]

Most details for this type of construction are not uniquely influenced by blast resistant design. For steel frame buildings, appropriate AISC steel details used for plastic design methods should be used. The attachment of the siding and roofing requires special attention and the details shown in Figure 8.1 are applicable. [Pg.61]

The design of the various devices used to protect building openings is a very specialized field. Normally, the detailed design of the different elements and components of doors, window glass and frames, blast valves and attenuators is performed by the manufacturer based on design criteria provided by the design team. [Pg.64]

The braced frame must develop the ultimate capacity of the members which it supports, namely the girts and end wall columns. The force applied to the top of the column is equal to the tributary area times the resistance as a static load. Each braced frame will be designed to resist the entire load even though there will be a frame at each end of the building. This will provide redundancy and will eliminate large axial forces in the top perimeter beams at the interior frames. [Pg.117]


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