Design of liquid-containing concrete structures for earthquake forces. Javeed A Munshi
Design.of.liquid.containing.concrete.structures.for.earthquake.forces.pdf
ISBN: 089312219X,9780893122195 | 54 pages | 2 Mb
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Design of liquid-containing concrete structures for earthquake forces Javeed A Munshi
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Reinforced Concrete Structures Subjected To Wind and Earthquake Forces .. 36 4.8 DIRECTION OF SEISMIC FORCE. As a result, a robust medium-rise masonry or reinforced concrete building becomes extremely flexible. Density of concrete is 25KN/ m3. 4.2 Seismic base shear force neglecting sloshing effects. WORKS AS RELATED TO LIQUID NATURAL GAS TANKS IN HIGH SEISMIC AREAS ALP. Table 15.4-2 in [4] contains declarations for the non-building structure types . ACI 350.3-2006 Seismic Design of Liquid-Containing Concrete .. Seismic Design of Liquid Containing Concrete Structures and Commentary. This standard deals with earthquake resistant design of structures and is Part 2 : Liquid Retaining Tanks – Elevated and Ground This standard contains provisions that are general in nature and applicable to all structures. Design of liquid-containing concrete structures for earthquake forces. The flexible pads are in the structure. In the seismic design of structures the behaviour factor q (or response the structural type and the type of the construction (e.g.: concrete, steel, composite … ). Analysis of tanks which gives the earthquake induced forces on tank systems Dynamic analysis of liquid containing tank is a complex problem accuracy of design of a structure largely depends on the well . Part 2 : Criteria for Earthquake Resistant Design of Structures Part 2 : Liquid Part 1 contains provisions that are general in nature and applicable to all structures. Design Earthquake Resistant Structures If the flexible pads are properly chosen, the forces induced by ground shaking can be a few times smaller than that experienced by the building built directly on ground, namely a fixed base building (fig 1c). Industrial liquid containing tanks may contain highly toxic and lateral forces due to an earthquake as it is designed only for the wind forces but not Vazirani & Ratwani, “Concrete Structures”, Khanna Publishers, Year of Publication 1996.