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21篇 您的检索式:作者名="Kirkegaard P H"
    题名 作者 年代 出处 被引量
1Experimental and numerical study of damaged cantilever 显示文摘Rytter A Krawczuk M Kirkegaard P H 2000J Engineering Mechanics2000,126,1:1
2Boundary element method in time domain for a moving time-dependent force显示文摘RASMUSSEN K M NIELSEN S R K KIRKEGAARD P H 2001Computer & Structure2001,79,7:1
3On the optimal loca-tions of sensors for parametric identification of linear structural systems显示文摘Kirkegaard P H Brincker R 1994Mechanical Systems and Signal Processing1994,8,6:1
4A preliminary prediction of seismic damage-based degradation in RC structures显示文摘 Nielsen S R K Kirkegaard P H 2001Earthquake Engrg and Struct Dyn2001,30,:1
5The use of neural networks for damage detection and location in a steel member显示文摘Kirkegaard P H Rytter A 0,,:1
6Super and combinatorial harmonic response of flexible elastic cables with small sag 显示文摘Nielsen S R K Kirkegaard P H 2002Journal of Sound and Vibration2002,251,1:1
7Experimental and numerical study of damaged cantilever显示文摘Rytter A Krawczuk M kirkegaard P H 2000Journal of Engineering Mechanics2000,126,1:1
8An experimental study of a midbroken 2-bay,6-storey reinforced concrete frame subject to earthquakes显示文摘Skjrbk P S Taskin B Kirkegaard P H 1997Soil Dynamics and Earthquake Engineering1997,16,6:1
9Identification of dynamical properties from correlation function estimates显示文摘Brincker R Krenk S Kirkegaard P H 0,,01:1
10Super and combinatorial harmonic response of flexible elastic with small sag显示文摘Nielsen S R K Kirkegaard P H 2002Journal of Sound and Vibration2002,251,1:1
11The use of neural networks for damage detection and location in a steel member显示文摘Kirkegaard P H Rytter A 1993Neural Networks and Combinatorial Optimization in Civil and Structural Engineering EdinburghUK1993,,:1
12The spectral velocity tensor for homogeneous boundary-layer turbulence 显示文摘Kristensen L Lenschow D H Kirkegaard P 1989Boundary-Layer Meteorology1989,47,1234:1
13Experimental and numerical study of damaged cantilever 显示文摘RYTTER A KRAWCZUK M KIRKEGAARD P H 2002Journal of Engineering Mechanics2002,126,1:1
14Time to peak effect of neostigmine at antagonism of atracurium-or vecuronium-induced neuromuscular block显示文摘KIRKEGAARD NIELSEN H HELBO HANSEN H S LINDHOLM P 1995J Clin Anesth1995,7,8:1
15The reciprocalizer:an agile design tool for reciprocal structures显示文摘PARIGI D KIRKEGAARD P H 2014NexusNetwork Journal2014,16,1:1
16Experimental and numerical study of damaged cantilever显示文摘Rytter A Krawczuk M kirkegaard P H 2000Journal of Engineering Mechanics2000,126,1:1
17A preliminary prediction of seismic damage-based degradation in RC structures 显示文摘Gupta V K Nielsen S R K Kirkegaard P H 2001Earthquake Engineering and Structural Dynamics2001,30,7:1
18Experimental and numerical study of damaged cantilever 显示文摘Rytter A Krawczuk M Kirkegaard P H 2002Journal of Engineering Mechanics2002,126,1:1
19Effect of epidurally administered bupivacaine on atracurium-induced neuromuscular blockade显示文摘TOFT P KIRKEGAARD NIELSEN H SEVERINSEN I 1990Acta Anaesthesiol Scand1990,34,8:1
20Subsoil amelioration by plant roots-the process and the evidence显示文摘Cresswell H P Kirkegaard J A 1995Aust J Soil Res1995,33,2:1
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