2008
DOI: 10.1007/s12209-008-0056-0
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Methods for progressive collapse analysis of building structures under blast and impact loads

Abstract: Abstract:Progressive collapse of building structures under blast and impact loads has attracted great attention all over the world. Progressive collapse analysis is essential for an economic and safe design of building structures against progressive collapse to blast and impact loads. Because of the catastrophic nature of progressive collapse and the potentially high cost of constructing or retrofitting buildings to resist it, it is imperative that the progressive collapse analysis methods be reliable. For eng… Show more

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Cited by 18 publications
(15 citation statements)
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“…The spectra are divided into two wavenumber areas: A (3500–1350 cm –1 ) and B (<1350 cm –1 ). The broad and intense band at 3450 cm –1 corresponds to the absorption due to stretching vibration of the O–H groups from carboxylic acid and polysaccharides, , while the band at a lower wavenumber of 2930 cm –1 corresponds to the infrared C–H stretching of the methyl group. The CO stretching band of the carbomethoxy group at 1740 cm –1 was partially overlapped by the strong COO– band.…”
Section: Resultsmentioning
confidence: 99%
“…The spectra are divided into two wavenumber areas: A (3500–1350 cm –1 ) and B (<1350 cm –1 ). The broad and intense band at 3450 cm –1 corresponds to the absorption due to stretching vibration of the O–H groups from carboxylic acid and polysaccharides, , while the band at a lower wavenumber of 2930 cm –1 corresponds to the infrared C–H stretching of the methyl group. The CO stretching band of the carbomethoxy group at 1740 cm –1 was partially overlapped by the strong COO– band.…”
Section: Resultsmentioning
confidence: 99%
“…Reinforced concrete beams [8][9][10] and columns [6,7,11] were explicitly investigated under synergetic effects of combined blast and impact loads. Zhongxian and Yanchao [12] also developed a new method for progressive collapse analysis of framed building structures prone to blast and impact loads.…”
Section: Beams and Columns Under Combined Effects Of Blast Andmentioning
confidence: 99%
“…Moreover, Li and Yanchao [12] proposed a new method for progressive collapse analysis of RC building. e proposed method is accompanied by three stages.…”
Section: Beams and Columns Under Combined Effects Of Blast Andmentioning
confidence: 99%
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“…GSA guidelines introduced two design approaches. [3] One is direct design approach and another is indirect design method. Alternate path method and Specified local resistance methods are direct deign methods.…”
Section: A Gsa Guidelinesmentioning
confidence: 99%