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                             28 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A broad-range power-law form scalar-based seismic intensity measure Mehanny, Sameh S.F.
2009
31 7 p. 1354-1368
15 p.
artikel
2 Calendar 2009
31 7 p. I-II
nvt p.
artikel
3 Characteristic dynamic traffic load effects in bridges OBrien, Eugene J.
2009
31 7 p. 1607-1612
6 p.
artikel
4 C m factor for non-uniform moment diagram in RC columns Pallarés, L.
2009
31 7 p. 1589-1599
11 p.
artikel
5 Combining fiber-reinforced concrete with traditional reinforcement in tunnel linings Chiaia, Bernardino
2009
31 7 p. 1600-1606
7 p.
artikel
6 CO2-optimization of reinforced concrete frames by simulated annealing Paya-Zaforteza, Ignacio
2009
31 7 p. 1501-1508
8 p.
artikel
7 Editorial Board 2009
31 7 p. IFC-
1 p.
artikel
8 Experimental behaviour of high-strength steel web shear panels Girão Coelho, Ana M.
2009
31 7 p. 1543-1555
13 p.
artikel
9 Experimental evaluation of the seismic performance of modular steel-braced frames Annan, C.D.
2009
31 7 p. 1435-1446
12 p.
artikel
10 Experimental investigations on bond behaviour of reinforced concrete under transverse tension and repeated loading Lindorf, A.
2009
31 7 p. 1469-1476
8 p.
artikel
11 Exterior wide beam–column connections in existing RC frames subjected to lateral earthquake loads Benavent-Climent, A.
2009
31 7 p. 1414-1424
11 p.
artikel
12 Flexural behaviour of multi-span GFRP-concrete hybrid beams Correia, João R.
2009
31 7 p. 1369-1381
13 p.
artikel
13 Improved bridge evaluation through finite element model updating using static and dynamic measurements Schlune, Hendrik
2009
31 7 p. 1477-1485
9 p.
artikel
14 Lifetime cost optimization of structures by a combined condition–reliability approach Frangopol, Dan M.
2009
31 7 p. 1572-1580
9 p.
artikel
15 Methods of restraining progressive collapse in rack structures Ng, A.L.Y.
2009
31 7 p. 1460-1468
9 p.
artikel
16 Nonlinear elastic analysis of composite beams curved in-plan Erkmen, R. Emre
2009
31 7 p. 1613-1624
12 p.
artikel
17 Progressive collapse of multi-storey buildings due to failed floor impact Vlassis, A.G.
2009
31 7 p. 1522-1534
13 p.
artikel
18 Punching shear strength of interior slab–column connections strengthened with carbon fiber reinforced polymer sheets Esfahani, M.R.
2009
31 7 p. 1535-1542
8 p.
artikel
19 Quasi-static cyclic tests and plastic hinge analysis of RC structural walls Dazio, Alessandro
2009
31 7 p. 1556-1571
16 p.
artikel
20 Response of under-deck cable-stayed bridges to the accidental breakage of stay cables Ruiz-Teran, A.M.
2009
31 7 p. 1425-1434
10 p.
artikel
21 Response spectra of degrading structural systems Ayoub, Ashraf
2009
31 7 p. 1393-1402
10 p.
artikel
22 Seismic analysis and strengthening design of a masonry monument by a rigid body spring model: The “Maniace Castle” of Syracuse Casolo, Siro
2009
31 7 p. 1447-1459
13 p.
artikel
23 Shell elements for sequentially linear analysis: Lateral failure of masonry structures DeJong, Matthew J.
2009
31 7 p. 1382-1392
11 p.
artikel
24 Structural behaviour of aluminium bridge deck panels Siwowski, Tomasz W.
2009
31 7 p. 1349-1353
5 p.
artikel
25 Swinging-bell resonances and their cancellation identified by dynamical testing in a modern bell tower Lepidi, Marco
2009
31 7 p. 1486-1500
15 p.
artikel
26 Torsional analysis of thin-walled composite beams with single- and double-celled sections Kim, Nam-Il
2009
31 7 p. 1509-1521
13 p.
artikel
27 Ultimate strength of I-girders under eccentric patch loading: Derivation of a new strength reduction coefficient Šćepanović, B.
2009
31 7 p. 1403-1413
11 p.
artikel
28 Vibration based stiffness reconstruction of beams and frames by observing their rotations under harmonic excitations — Numerical analysis Kokot, Seweryn
2009
31 7 p. 1581-1588
8 p.
artikel
                             28 gevonden resultaten
 
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