nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Analytical investigation on cyclic response of buckling-restrained braces with short yielding core segments
|
Pandikkadavath, Muhamed Safeer |
|
2016 |
16 |
4 |
p. 1273-1285 |
artikel |
2 |
Application of steel sheet to the toe boards
|
Hara, Takashi |
|
2016 |
16 |
4 |
p. 1209-1215 |
artikel |
3 |
A reconciliation of experimental and analytical results for piping systems
|
Ryu, Yonghee |
|
2016 |
16 |
4 |
p. 1043-1055 |
artikel |
4 |
A simplified FE simulation of welded I beam-to-RHS column joints
|
Serrano-López, Miguel A. |
|
2016 |
16 |
4 |
p. 1095-1105 |
artikel |
5 |
Assessment of vibration serviceability for steel cable-stayed bridges using GNSS data
|
Park, Ki-Jung |
|
2016 |
16 |
4 |
p. 1251-1262 |
artikel |
6 |
Buckling behavior of steel girder in integral abutment bridges under thermal loadings in summer season during deck replacement
|
Lee, Jaeha |
|
2016 |
16 |
4 |
p. 1071-1082 |
artikel |
7 |
Comprehensive stability design of planar steel members and framing systems via inelastic buckling analysis
|
White, Donald W. |
|
2016 |
16 |
4 |
p. 1029-1042 |
artikel |
8 |
Corrosion damage assessment method for steel guardrail post roots
|
Fukada, Saiji |
|
2016 |
16 |
4 |
p. 1187-1195 |
artikel |
9 |
Developing of steel plate shear walls braced with slidable multiple X-shaped restrainers: Hysteretic analyses and design recommendations
|
Du, Peng |
|
2016 |
16 |
4 |
p. 1227-1238 |
artikel |
10 |
Direct shear strength of rebar-coupler anchor systems for steel-plate composite (SC) walls
|
Kurt, Efe G. |
|
2016 |
16 |
4 |
p. 1397-1409 |
artikel |
11 |
Dynamic responses of a cable-stayed bridge under a high speed train with random track irregularities and a vertical seismic load
|
Mu, Di |
|
2016 |
16 |
4 |
p. 1339-1354 |
artikel |
12 |
Effect of joint stiffness on the stability of cable-braced grid shells
|
Wang, Xi |
|
2016 |
16 |
4 |
p. 1123-1133 |
artikel |
13 |
Effect of linearized contact spring in track dynamic system
|
Kim, JeongHun |
|
2016 |
16 |
4 |
p. 1365-1371 |
artikel |
14 |
Effects of residual stresses on the uniaxial ratcheting behavior of a girth-welded stainless steel pipe
|
Chang, Kyong-Ho |
|
2016 |
16 |
4 |
p. 1381-1396 |
artikel |
15 |
Energy dissipation capacity of an unstiffened extended end-plate connection with a SMA plate
|
Yang, J. G. |
|
2016 |
16 |
4 |
p. 1309-1317 |
artikel |
16 |
Equivalent single-degree-of-freedom analysis for blast-resistant design
|
Lee, Kyungkoo |
|
2016 |
16 |
4 |
p. 1263-1271 |
artikel |
17 |
Experimental investigation of beam-to-column connection with SHN490 steel under cyclic loading
|
Kim, So-Yeong |
|
2016 |
16 |
4 |
p. 1299-1307 |
artikel |
18 |
Experimental study and numerical simulation on steel plate shear walls with non-uniform spacing slits
|
Lu, JinYu |
|
2016 |
16 |
4 |
p. 1373-1380 |
artikel |
19 |
Experimental study on the motion process of radial retractable roof structures
|
Lu, JinYu |
|
2016 |
16 |
4 |
p. 997-1007 |
artikel |
20 |
Extending fatigue life of out-of-plane gusset joint by bonding CFRP plates under bending moment
|
Matsumoto, Risa |
|
2016 |
16 |
4 |
p. 1319-1327 |
artikel |
21 |
Failure mechanism of single-layer steel reticular domes with reinforced concrete substructure subjected to severe earthquakes
|
Yu, Zhiwei |
|
2016 |
16 |
4 |
p. 1083-1094 |
artikel |
22 |
Fatigue evaluation of grouted connections under bending moment in offshore wind turbines based on ABAQUS scripting interface
|
Wang, Xian |
|
2016 |
16 |
4 |
p. 1149-1159 |
artikel |
23 |
Finite element analysis of optimized brace angle for the diagrid structural system
|
Lee, YongJae |
|
2016 |
16 |
4 |
p. 1355-1363 |
artikel |
24 |
Inelastic buckling capacity of beams considering load height effect, stepped flanges, and compact or noncompact sections
|
Nicolas, Lay Allen |
|
2016 |
16 |
4 |
p. 1135-1148 |
artikel |
25 |
Lateral-torsional buckling analysis of cantilever beam with tip lateral elastic brace under uniform and concentrated load
|
Zhang, Wen-Fu |
|
2016 |
16 |
4 |
p. 1161-1173 |
artikel |
26 |
Nonlinear finite element modeling of two-stage energy dissipation device with low-yield-point steel
|
Fan, Shenggang |
|
2016 |
16 |
4 |
p. 1107-1122 |
artikel |
27 |
Numerical study on temperature distribution of high-strength concrete-filled steel tubes subjected to a fire
|
Hu, Ying |
|
2016 |
16 |
4 |
p. 1057-1069 |
artikel |
28 |
Prediction of cyclic behavior of WUF-W connections with various weld access hole configurations using nonlinear FEA
|
Han, Sang Whan |
|
2016 |
16 |
4 |
p. 1197-1208 |
artikel |
29 |
Seismic performance evaluation of Korean column-tree steel moment connections
|
Oh, Keunyeong |
|
2016 |
16 |
4 |
p. 1287-1298 |
artikel |
30 |
Seismic response analysis of self-anchored suspension bridge with multi-tower
|
Xiao, Wei |
|
2016 |
16 |
4 |
p. 1329-1338 |
artikel |
31 |
Smart damper using sliding friction of aramid brake lining and self-centering of rubber springs
|
Jeong, Kyuho |
|
2016 |
16 |
4 |
p. 1239-1250 |
artikel |
32 |
Steel-concrete-steel sandwich composite structures subjected to extreme loads
|
Huang, Zhenyu |
|
2016 |
16 |
4 |
p. 1009-1028 |
artikel |
33 |
The impact vibration-based fatigue damage assessment of steel and steel fiber reinforced concrete composite girder
|
Xu, Chen |
|
2016 |
16 |
4 |
p. 1217-1226 |
artikel |
34 |
Thermal stress measurement in steel plate strengthened by CFRP and aluminum alloy plates
|
Ishikawa, T. |
|
2016 |
16 |
4 |
p. 1175-1185 |
artikel |