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                             55 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A finite segment model for shear lag analysis Luo, Q.Z.
2004
14 p. 2113-2124
12 p.
artikel
2 A new high performance semi-active bracing system Golafshani, Ali Akbar
2006
14 p. 1972-1982
11 p.
artikel
3 A new technique for identification of eighteen flutter derivatives using a three-degree-of-freedom section model Chowdhury, Arindam Gan
2003
14 p. 1763-1772
10 p.
artikel
4 Annual index 2005
14 p. III-XI
nvt p.
artikel
5 Annual index 2004
14 p. III-XI
nvt p.
artikel
6 Behavior of bridge girders with corrugated webs under monotonic and cyclic loading Ibrahim, Sherif A.
2006
14 p. 1941-1955
15 p.
artikel
7 Calendar 2004
14 p. I-II
nvt p.
artikel
8 Calendar 2005
14 p. I-II
nvt p.
artikel
9 Calendar 2006
14 p. I-II
nvt p.
artikel
10 Calender 2003
14 p. I-II
nvt p.
artikel
11 Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions Liao, Wen-I
2004
14 p. 2173-2183
11 p.
artikel
12 Concrete-filled steel circular tubes subjected to constant amplitude cyclic pure bending Elchalakani, Mohamed
2004
14 p. 2125-2135
11 p.
artikel
13 Cyclic seismic testing of steel moment connections reinforced with welded straight haunch Lee, Cheol-Ho
2003
14 p. 1743-1753
11 p.
artikel
14 Design of reinforced concrete frames with damage control Cruz, Miguel F.
2004
14 p. 2037-2045
9 p.
artikel
15 Determination of the steel fire protection material thickness by an analytical process—a simple derivation Pignatta e Silva, Valdir
2005
14 p. 2036-2043
8 p.
artikel
16 Direct identification of flutter derivatives and aerodynamic admittances of bridge decks Gu, Ming
2004
14 p. 2161-2172
12 p.
artikel
17 Dynamic and seismic performance of old multi-tiered temples in Nepal Jaishi, Bijaya
2003
14 p. 1827-1839
13 p.
artikel
18 Dynamic response analysis of monorail bridges under moving trains and riding comfort of trains Lee, Chang Hun
2005
14 p. 1999-2013
15 p.
artikel
19 Editorial Board 2006
14 p. CO2-
1 p.
artikel
20 Effect of damping model on pre-yielding earthquake response of structures Val, Dimitri V.
2005
14 p. 1968-1980
13 p.
artikel
21 Effect of vertical component of earthquake on the response of pure-friction base-isolated asymmetric buildings Shakib, H.
2003
14 p. 1841-1850
10 p.
artikel
22 Evaluation of elastically linked dashpot based active multiple tuned mass dampers for structures under ground acceleration Li, Chunxiang
2004
14 p. 2149-2160
12 p.
artikel
23 Fiber element modeling for seismic performance of bridge columns made of concrete-filled FRP tubes Zhu, Zhenyu
2006
14 p. 2023-2035
13 p.
artikel
24 Finite element formulations and theoretical study for variable curvature friction pendulum system Tsai, C.S.
2003
14 p. 1719-1730
12 p.
artikel
25 Finite element modeling of concrete beams prestressed with external tendons Lou, Tie-jiong
2006
14 p. 1919-1926
8 p.
artikel
26 Floor response spectra for light components mounted on regular moment-resisting frame structures Medina, Ricardo A.
2006
14 p. 1927-1940
14 p.
artikel
27 Free vibration of semi-rigid connected and partially embedded piles with the effects of the bending moment, axial and shear force Catal, Hikmet Hüseyin
2006
14 p. 1911-1918
8 p.
artikel
28 Hybrid actuator–damper–bracing control (HDABC) system with intelligent strategy and soil–structure interaction Zhang, X.Z.
2006
14 p. 2010-2022
13 p.
artikel
29 Hysteretic behavior of exterior post-tensioned flat plate connections Han, Sang Whan
2006
14 p. 1983-1996
14 p.
artikel
30 Index 2003
14 p. III-XXII
nvt p.
artikel
31 Investigation of ground vibrations induced by moving loads Celebi, E.
2005
14 p. 1981-1998
18 p.
artikel
32 Lateral buckling analysis of thin-walled laminated composite beams with monosymmetric sections Lee, Jaehong
2006
14 p. 1997-2009
13 p.
artikel
33 Moment redistribution in continuous plated RC flexural members. Part 2: Flexural rigidity approach Oehlers, D.J.
2004
14 p. 2209-2218
10 p.
artikel
34 Moment redistribution in continuous plated RC flexural members. Part 1: neutral axis depth approach and tests Oehlers, D.J.
2004
14 p. 2197-2207
11 p.
artikel
35 Nonlinear analysis of a one-story low-rise masonry building with a flexible diaphragm subjected to seismic excitation Kim, Sang-Cheol
2004
14 p. 2053-2067
15 p.
artikel
36 [No title] Gould, Phillip L.
2005
14 p. 2064-
1 p.
artikel
37 Parametric finite element study of slotted end connections to circular hollow sections Martinez-Saucedo, G.
2006
14 p. 1956-1971
16 p.
artikel
38 Performance-based seismic design of structures: a direct displacement-based approach Xue, Qiang
2003
14 p. 1803-1813
11 p.
artikel
39 Prediction of brittle fracture initiating at ends of CJP groove welded joints with defects: study into applicability of failure assessment diagram approach Iwashita, Tsutomu
2003
14 p. 1815-1826
12 p.
artikel
40 Quantification and localisation of damage in beam-like structures by using artificial neural networks with experimental validation Sahin, M.
2003
14 p. 1785-1802
18 p.
artikel
41 Reduction of earthquake response of plane frame buildings by viscoelastic dampers Tezcan, Semih S.
2003
14 p. 1755-1761
7 p.
artikel
42 Reduction of traffic-induced vibration of two-girder steel bridge seated on elastomeric bearings Kim, Chul-Woo
2004
14 p. 2185-2195
11 p.
artikel
43 Sample size and error in the determination of mode shapes by principal components analysis Ramachandran, Jayram
2005
14 p. 1951-1967
17 p.
artikel
44 Seismic based strengthening of steel and RC telecommunication poles based on fem analysis Kalkan, Erol
2004
14 p. 2101-2111
11 p.
artikel
45 Seismic evaluation of old masonry buildings. Part II: Analysis of strengthening solutions for a case study Bento, Rita
2005
14 p. 2014-2023
10 p.
artikel
46 Seismic evaluation of old masonry buildings. Part I: Method description and application to a case-study Cardoso, Rafaela
2005
14 p. 2024-2035
12 p.
artikel
47 Seismic performance parameters of RC beams retrofitted by CARDIFRC® Maheri, Mahmoud R.
2004
14 p. 2069-2079
11 p.
artikel
48 Seismic vulnerability assessment of wall pier supported highway bridges using nonlinear pushover analyses Bignell, John L.
2005
14 p. 2044-2063
20 p.
artikel
49 Seismic vulnerability, behavior and design of tunnel form building structures Balkaya, Can
2004
14 p. 2081-2099
19 p.
artikel
50 Statistical analysis of online strain response and its application in fatigue assessment of a long-span steel bridge Li, Z.X.
2003
14 p. 1731-1741
11 p.
artikel
51 Statistical approach to damage diagnosis of concrete dams by radar monitoring: Formulation and a pseudo-experimental test Ardito, R.
2006
14 p. 2036-2045
10 p.
artikel
52 Stiffness of reinforced concrete beams with external tendons El-Ariss, Bilal
2004
14 p. 2047-2051
5 p.
artikel
53 Structural behavior of strengthened bridge deck specimens under fatigue loading Sim, Jongsung
2004
14 p. 2219-2230
12 p.
artikel
54 Structural models of critical regions in old-type r.c. frames with smooth rebars Fabbrocino, Giovanni
2004
14 p. 2137-2148
12 p.
artikel
55 Verification of a 3-dimensional model for filling pressures in square thin-walled silos Goodey, R.J
2003
14 p. 1773-1783
11 p.
artikel
                             55 gevonden resultaten
 
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