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                             16 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 An operational modal analysis method in frequency and spatial domain Wang, Tong
2005
4 2 p. 295-300
artikel
2 Constant-ductility strength demand spectra for seismic design of structures Zhai, Changhai
2005
4 2 p. 243-250
artikel
3 Earthquake safety assessment of concrete arch and gravity dams Lin, Gao
2005
4 2 p. 251-264
artikel
4 Experimental study on full-scale steel beam-to-column moment connections Qian, Jiaru
2005
4 2 p. 311-323
artikel
5 Extreme value distribution and reliability of nonlinear stochastic structures Chen, Jianbing
2005
4 2 p. 275-286
artikel
6 Green’s functions for uniformly distributed loads acting on an inclined line in a poroelastic layered site Liang, Jianwen
2005
4 2 p. 233-241
artikel
7 Identification of acceleration pulses in near-fault ground motion using the EMD method Zhang, Yushan
2005
4 2 p. 201-212
artikel
8 Measurement of six degree-of-freedom ground motion by using eight accelerometers Yang, Zhenyu
2005
4 2 p. 229-232
artikel
9 Modified precise time step integration method of structural dynamic analysis Wang, Mengfu
2005
4 2 p. 287-293
artikel
10 Neural network analysis of overturning response under near-fault type excitation Gerolymos, Nikos
2005
4 2 p. 213-228
artikel
11 Recording-based identification of site liquefaction Hu, Yuxian
2005
4 2 p. 181-189
artikel
12 Representation of near-fault pulse-type ground motions Xie, Lili
2005
4 2 p. 191-199
artikel
13 Seismic rehabilitation and analysis of Chaohe earth dam Fu, Lei
2005
4 2 p. 265-273
artikel
14 Studies on structural vibration control with MR dampers using μGA Li, Hongnan
2005
4 2 p. 301-304
artikel
15 Test and numerical simulation of a new type of hybrid control technique Meng, Qingli
2005
4 2 p. 305-310
artikel
16 Transient response of a beam on viscoelastic foundation under an impact load during nondestructive testing Sun, Lu
2005
4 2 p. 325-333
artikel
                             16 gevonden resultaten
 
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