| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accurate modeling of the cyclic response of structural components constructed of steel with yield plateau
|
Ucak, Alper
|
|
2012
|
35 |
C |
p. 272-280
9 p.
|
artikel
|
| 2 |
A comparative analysis of energy dissipation and equivalent viscous damping of RC columns subjected to uniaxial and biaxial loading
|
Rodrigues, Hugo
|
|
2012
|
35 |
C |
p. 149-164
16 p.
|
artikel
|
| 3 |
A novel methodology for the structural assessment of stone arches based on geometric data by integration of photogrammetry and ground-penetrating radar
|
Solla, M.
|
|
2012
|
35 |
C |
p. 296-306
11 p.
|
artikel
|
| 4 |
Bond strength of textured micropiles grouted to concrete footings
|
Veludo, J.
|
|
2012
|
35 |
C |
p. 288-295
8 p.
|
artikel
|
| 5 |
Calendar
|
|
|
2012
|
35 |
C |
p. I-
1 p.
|
artikel
|
| 6 |
Characteristics of surface wind pressures on low-rise building located among large group of surrounding buildings
|
Kim, Yong Chul
|
|
2012
|
35 |
C |
p. 18-28
11 p.
|
artikel
|
| 7 |
Collapse mechanisms and strength prediction of reinforced concrete pile caps
|
Jensen, Uffe G.
|
|
2012
|
35 |
C |
p. 203-214
12 p.
|
artikel
|
| 8 |
Corrigendum to “Parametric study of using only static response in structural damage detection” [Engineering Structures 34 (2012) 124–131]
|
Abdo, Mohamed Abdel-Basset
|
|
2012
|
35 |
C |
p. 322-
1 p.
|
artikel
|
| 9 |
Design of cold-formed stainless steel tubular joints at elevated temperatures
|
Feng, Ran
|
|
2012
|
35 |
C |
p. 188-202
15 p.
|
artikel
|
| 10 |
Double-layer floor to mitigate in-structure shock of underground structures: A conceptual design
|
Zhou, Hongyuan
|
|
2012
|
35 |
C |
p. 314-321
8 p.
|
artikel
|
| 11 |
Editorial Board
|
|
|
2012
|
35 |
C |
p. IFC-
1 p.
|
artikel
|
| 12 |
Evaluation of a real-time hybrid simulation system for performance evaluation of structures with rate dependent devices subjected to seismic loading
|
Chen, Cheng
|
|
2012
|
35 |
C |
p. 71-82
12 p.
|
artikel
|
| 13 |
FE model for nonlinear analysis of reinforced concrete beams considering shear deformation
|
Stramandinoli, Renata S.B.
|
|
2012
|
35 |
C |
p. 244-253
10 p.
|
artikel
|
| 14 |
Finite element simulation prior to reconstruction of a steel railway bridge to reduce structure-borne noise
|
Alten, K.
|
|
2012
|
35 |
C |
p. 83-88
6 p.
|
artikel
|
| 15 |
Fire hazard in bridges: Review, assessment and repair strategies
|
Garlock, Maria
|
|
2012
|
35 |
C |
p. 89-98
10 p.
|
artikel
|
| 16 |
Full-scale measurements of wind effects on Guangzhou West Tower
|
Fu, J.Y.
|
|
2012
|
35 |
C |
p. 120-139
20 p.
|
artikel
|
| 17 |
Improved procedure for equivalent linearization of bridges supported on hysteretic isolators
|
Jara, M.
|
|
2012
|
35 |
C |
p. 99-106
8 p.
|
artikel
|
| 18 |
Influence of strain rate on the seismic response of RC structures
|
Asprone, Domenico
|
|
2012
|
35 |
C |
p. 29-36
8 p.
|
artikel
|
| 19 |
Large deflection analysis of plates stiffened by parallel beams
|
Sapountzakis, E.J.
|
|
2012
|
35 |
C |
p. 254-271
18 p.
|
artikel
|
| 20 |
Local shear buckling and bearing strength in web core sandwich panels: Model and experimental validation
|
Briscoe, Casey R.
|
|
2012
|
35 |
C |
p. 114-119
6 p.
|
artikel
|
| 21 |
Longitudinal strains and stiffness of RC beams under load as measures of corrosion levels
|
Malumbela, Goitseone
|
|
2012
|
35 |
C |
p. 215-227
13 p.
|
artikel
|
| 22 |
Modelling of dam behaviour based on neuro-fuzzy identification
|
Ranković, Vesna
|
|
2012
|
35 |
C |
p. 107-113
7 p.
|
artikel
|
| 23 |
Post-fire mechanical properties of high strength structural steels S460 and S690
|
Qiang, Xuhong
|
|
2012
|
35 |
C |
p. 1-10
10 p.
|
artikel
|
| 24 |
Probabilistic procedure for wood-frame roof sheathing panel debris impact to windows in hurricanes
|
Dao, Thang N.
|
|
2012
|
35 |
C |
p. 178-187
10 p.
|
artikel
|
| 25 |
Publisher’s Note
|
|
|
2012
|
35 |
C |
p. iii-
1 p.
|
artikel
|
| 26 |
Reliability analysis of adhesive bonded scarf joints
|
Kimiaeifar, A.
|
|
2012
|
35 |
C |
p. 281-287
7 p.
|
artikel
|
| 27 |
Reliability of beams according to Eurocodes in serviceability limit state
|
Honfi, D.
|
|
2012
|
35 |
C |
p. 48-54
7 p.
|
artikel
|
| 28 |
Screwed connections of thin sheet steels at elevated temperatures – Part II: Transient state tests
|
Yan, Shu
|
|
2012
|
35 |
C |
p. 228-233
6 p.
|
artikel
|
| 29 |
Screwed connections of thin sheet steels at elevated temperatures – Part I: Steady state tests
|
Yan, Shu
|
|
2012
|
35 |
C |
p. 234-243
10 p.
|
artikel
|
| 30 |
Strength design of cruciform steel columns
|
Trahair, Nicholas S.
|
|
2012
|
35 |
C |
p. 307-313
7 p.
|
artikel
|
| 31 |
Stress intensity factor for a tubular T-joint with grouted chord
|
Shen, Wei
|
|
2012
|
35 |
C |
p. 37-47
11 p.
|
artikel
|
| 32 |
Structural dynamic and stress wave models for the analysis of shotcrete on rock exposed to blasting
|
Ahmed, Lamis
|
|
2012
|
35 |
C |
p. 11-17
7 p.
|
artikel
|
| 33 |
Studies on failure of transmission line towers in testing
|
Prasad Rao, N.
|
|
2012
|
35 |
C |
p. 55-70
16 p.
|
artikel
|
| 34 |
The sensitivity of seismic response parameters to the uncertain modelling variables of masonry-infilled reinforced concrete frames
|
Celarec, Daniel
|
|
2012
|
35 |
C |
p. 165-177
13 p.
|
artikel
|
| 35 |
Towards a simplified Direct DBD procedure for the seismic design of moment resisting frames with viscous dampers
|
Sullivan, T.J.
|
|
2012
|
35 |
C |
p. 140-148
9 p.
|
artikel
|
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