| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An approximate method for simultaneous modification of natural frequencies and buckling loads of thin rectangular isotropic plates
|
Mirzaeifar, R.
|
|
2009
|
31 |
1 |
p. 208-215
8 p.
|
artikel
|
| 2 |
A new direct method for updating structural models based on measured modal data
|
Yang, Y.B.
|
|
2009
|
31 |
1 |
p. 32-42
11 p.
|
artikel
|
| 3 |
Assessment procedure and rehabilitation of riveted railway girders: The Campasso Bridge
|
Brencich, Antonio
|
|
2009
|
31 |
1 |
p. 224-239
16 p.
|
artikel
|
| 4 |
Buckling behaviour of prestressed steel stayed columns with imperfections and stress limitation
|
Saito, Daisuke
|
|
2009
|
31 |
1 |
p. 1-15
15 p.
|
artikel
|
| 5 |
Calendar
|
|
|
2009
|
31 |
1 |
p. I-II
nvt p.
|
artikel
|
| 6 |
Closed form optimal solution of a tuned liquid column damper for suppressing harmonic vibration of structures
|
Shum, K.M.
|
|
2009
|
31 |
1 |
p. 84-92
9 p.
|
artikel
|
| 7 |
Comparative and sensitivity study of flutter derivatives of selected bridge deck sections, Part 1: Analysis of inter-laboratory experimental data
|
Sarkar, Partha P.
|
|
2009
|
31 |
1 |
p. 158-169
12 p.
|
artikel
|
| 8 |
Cyclic behavior of combined and confined masonry walls
|
Tena-Colunga, Arturo
|
|
2009
|
31 |
1 |
p. 240-259
20 p.
|
artikel
|
| 9 |
3-D nonlinear dynamic behavior of steel joist girder structures
|
Kim, Uksun
|
|
2009
|
31 |
1 |
p. 268-274
7 p.
|
artikel
|
| 10 |
Drift-based fragility assessment of confined masonry walls in seismic zones
|
Ruiz-García, Jorge
|
|
2009
|
31 |
1 |
p. 170-181
12 p.
|
artikel
|
| 11 |
Editorial Board
|
|
|
2009
|
31 |
1 |
p. IFC-
1 p.
|
artikel
|
| 12 |
Elasticity solution for static analysis of laminated cylindrical panel using differential quadrature method
|
Alibeigloo, A.
|
|
2009
|
31 |
1 |
p. 260-267
8 p.
|
artikel
|
| 13 |
Experimental and numerical investigation of masonry under three-point bending (in-plane)
|
Chaimoon, Krit
|
|
2009
|
31 |
1 |
p. 103-112
10 p.
|
artikel
|
| 14 |
Extent of spatially variable corrosion damage as an indicator of strength and time-dependent reliability of RC beams
|
Stewart, Mark G.
|
|
2009
|
31 |
1 |
p. 198-207
10 p.
|
artikel
|
| 15 |
Fire design of timber slabs made of hollow core elements
|
Frangi, Andrea
|
|
2009
|
31 |
1 |
p. 150-157
8 p.
|
artikel
|
| 16 |
Full-size testing to determine stress concentration factors of dragline tubular joints
|
Pang, N.L.
|
|
2009
|
31 |
1 |
p. 43-56
14 p.
|
artikel
|
| 17 |
Modeling of masonry of infilled frames, Part II: Cracking and damage
|
Puglisi, Monica
|
|
2009
|
31 |
1 |
p. 119-124
6 p.
|
artikel
|
| 18 |
Modeling of masonry of infilled frames, Part I: The plastic concentrator
|
Puglisi, Mónica
|
|
2009
|
31 |
1 |
p. 113-118
6 p.
|
artikel
|
| 19 |
Nonlinear F.E. analysis of Montreal Olympic Stadium roof under natural loading conditions
|
Lazzari, Massimiliano
|
|
2009
|
31 |
1 |
p. 16-31
16 p.
|
artikel
|
| 20 |
Parameters affecting the fundamental period of RC buildings with infill walls
|
Kose, Mehmet Metin
|
|
2009
|
31 |
1 |
p. 93-102
10 p.
|
artikel
|
| 21 |
Performance of light-gauge cold-formed steel strap-braced stud walls subjected to cyclic loading
|
Moghimi, Hassan
|
|
2009
|
31 |
1 |
p. 69-83
15 p.
|
artikel
|
| 22 |
Reduced beam section moment connections subjected to cyclic loading: Experimental analysis and FEM simulation
|
Pachoumis, D.T.
|
|
2009
|
31 |
1 |
p. 216-223
8 p.
|
artikel
|
| 23 |
Seismic fragility analysis of low-rise unreinforced masonry structures
|
Park, Joonam
|
|
2009
|
31 |
1 |
p. 125-137
13 p.
|
artikel
|
| 24 |
Semi-active control of a torsionally-responsive structure
|
Shook, David A.
|
|
2009
|
31 |
1 |
p. 57-68
12 p.
|
artikel
|
| 25 |
Simulated behavior of multi-story X-braced frames
|
Yoo, Jung-Han
|
|
2009
|
31 |
1 |
p. 182-197
16 p.
|
artikel
|
| 26 |
Twist behavior of high-strength concrete hollow beams–Formation of plastic hinges along the length
|
Lopes, S.M.R.
|
|
2009
|
31 |
1 |
p. 138-149
12 p.
|
artikel
|
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