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53篇 您的检索式:作者名="Chouw"
    题名 作者 年代 出处 被引量
1Study of SSI and nonuniform ground motion effect on pounding between bridge girders显示文摘CHOUW N HAO H 2005Soil Dynamics and Earthquake Engineering2005,,8:1
2Effect of column parameters on flax FRP confined coir fibre reinforced concrete显示文摘Yan L Chouw N Jayaraman K 2014Construction&Building Materials2014,55,3:1
3Flax fibre and its compo- sites- A review 显示文摘Yan L Chouw N Jayaraman K 2014Composites Part B: Engineering2014,,:1
4Influence of Ground Mo tion Spatial Variation, Site Condition and SSI on the Required Separation Distances of Bridge Structures to Avoid Seismic Pounding 显示文摘BI K HAO H CHOUW N 2011Earthquake Engineering & Structural Dynamics2011,40,9:1
5Compressive and flexural behavior and theoretical analysis of flax fiber reinforced polymer tube encased coir fiber reinforced concrete composite显示文摘Yan Libo Chouw Nawawi 2012Materials and Design2012,52,24:1
6Dynamic response of mortar-free interlocking structures显示文摘Majid Ali Romain Briet Nawawi Chouw 2013Construction and Building Materials2013,,:1
7Study of SSI and non-uniform ground motion effect on pounding between bridge girders显示文摘Chouw N Hao H 2005Soil Dynamics and Earthquake En- gineering2005,25,7:1
8Required separation distance between decks and at abutments of a bridge crossing a canyon site to avoid seismic pounding 显示文摘Bi K Hao H Chouw N 2010Earthquake Engineering & Structural Dynamics2010,39,3:1
9Flax fibre and its composites-a re- view 显示文摘YAN L CHOUW N JAYARAMAN K 2014Composites Part B :Engineering2014,56,:1
10Pounding damage to buildings and bridges in the 22 February 2011 Christchurch Earthquake 显示文摘Chouw N Hao H 2012International Journal of Pro- tective Structures2012,3,2:1
11A Generic Structural Pounding Model Using Nu- merically Exact Displacement Proportional Damping 显示文摘KHATIWADA S CHOUW N BUTTERWORTH J W 2014Engineering Structures2014,6263,:1
12Study of SSI and non-uniform ground motion effect on pounding between bridge girders 显示文摘Chouw N Hao H 2005Soil Dynamics and Earthquake Engineering2005,25,7:1
13Influence of ground motion spatial variation, site condition and SSI on the required separation distances of bridge structures to avoid seismic pounding 显示文摘13I K HAO H CHOUW N 2011Earthquake Engineering and Structural Dynamics2011,40,9:1
14Experimental investigation of spatially varying effect of ground motions on bridge pounding 显示文摘Li Bo BI Kaiming CHOUW N 2012Earthquake Engineering & Structural Dynamics2012,41,14:1
15Estimation of required seating length of bridge girders under non-uniform ground excitation and different ground conditions显示文摘CHOUW N HAO H 2005Journal of Applied Mechanics2005,8,:1
16An approach to reduce foundation vibrations and soil waves using dynamic transmitting behavior of a soil layer显示文摘Chouw N Le R Schmid G 1991Bauingenieur1991,66,:1
17Study of SSI and non-uniform ground motion effect on pounding between bridge girders 显示文摘CHOUW N HAO H 2005Soil Dynamics and Earthquake Engineering2005,25,78910:1
18Required separation distance between decks and at abutments of a bridge crossing a canyon site to avoid seismic pounding显示文摘BI K HAO H CHOUW N 2010Earthquake Engineering and Structural Dynamics2010,39,3:1
19Effect of simultaneous spatial near- source ground excitation and soil on the pounding response of bridge girders显示文摘CHOUW N HAO H 2003Journal of Applied Mechanics2003,6779,788:1
20Lateral crushing of empty and polyurethane-foam filled natural flax fabric reinforced epoxy composite tubes 显示文摘Yan L Chouw N Jayaraman K 2014Composites Part B: Engineering2014,63,:1
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