| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Anti-seismic effect of lattice grid structure with friction pendulum bearings under the earthquake impact of various dimensions
|
Fan, Feng
|
|
2014
|
14 |
4 |
p. 777-784
|
artikel
|
| 2 |
Comparion of seismic response of single-layer reticulated dome under unform and incoherence three-directional excitations
|
Fan, Feng
|
|
2014
|
14 |
4 |
p. 855-863
|
artikel
|
| 3 |
Composite behavior of steel I-girders connected to inverted-T bent cap
|
Lee, Heeyoung
|
|
2014
|
14 |
4 |
p. 711-721
|
artikel
|
| 4 |
Dynamic responses of a continuous beam railway bridge under moving high speed train with random track irregularity
|
Mu, Di
|
|
2014
|
14 |
4 |
p. 797-810
|
artikel
|
| 5 |
Effects of ultrasonic peening on fatigue strength of out-of-plane gusset joints
|
Kinoshita, Koji
|
|
2014
|
14 |
4 |
p. 769-776
|
artikel
|
| 6 |
Experimental studies on circular CFST frames with ALC walls under cyclic loadings
|
Wang, Bo
|
|
2014
|
14 |
4 |
p. 755-768
|
artikel
|
| 7 |
Experimental tests for the evaluation of the energy dissipation capacity of a double split tee connection with SMA bolts
|
Yang, Jae-Guen
|
|
2014
|
14 |
4 |
p. 723-730
|
artikel
|
| 8 |
Failure temperatures of steel H-section columns under elevated temperatures
|
Kim, Jaeeok
|
|
2014
|
14 |
4 |
p. 821-829
|
artikel
|
| 9 |
Fatigue life assessment for a composite box girder bridge
|
Park, Jun Yong
|
|
2014
|
14 |
4 |
p. 843-853
|
artikel
|
| 10 |
Flexural capacity of plate girders with very slender corrugated webs
|
Lho, Seung-Hee
|
|
2014
|
14 |
4 |
p. 731-744
|
artikel
|
| 11 |
Influence of corrosion on load-carrying capacities of steel I-section main-girder end and steel end cross-girder
|
Yamaguchi, Eiki
|
|
2014
|
14 |
4 |
p. 831-841
|
artikel
|
| 12 |
Material performance evaluation and super-tall building applicability of the 800 MPa high-strength steel plates for building structures
|
Kim, Do-Hwan
|
|
2014
|
14 |
4 |
p. 889-900
|
artikel
|
| 13 |
Performance testing and comparison of buckling-restrained braces with H and crisscross cross section unrestrained segments
|
Jia, Mingming
|
|
2014
|
14 |
4 |
p. 745-753
|
artikel
|
| 14 |
Pre-yielding effects of ASTM A992 steel at elevated temperatures
|
Lee, Jinwoo
|
|
2014
|
14 |
4 |
p. 785-795
|
artikel
|
| 15 |
Probabilistic assessment of structural seismic performance influenced by the characteristics of hysteretic energy dissipating devices
|
Shin, Dong-Hyeon
|
|
2014
|
14 |
4 |
p. 697-710
|
artikel
|
| 16 |
Proposal for seismic retrofit of beam-to-column connection by the addition of H-section haunches to beams using bolt connection
|
Asada, Hayato
|
|
2014
|
14 |
4 |
p. 865-871
|
artikel
|
| 17 |
Proposed revisions to fatigue provisions of orthotropic steel deck systems for long span cable bridges
|
Oh, Chang Kook
|
|
2014
|
14 |
4 |
p. 811-819
|
artikel
|
| 18 |
Recent research advances of high strength steel structures and codification of design specification in China
|
Shi, Gang
|
|
2014
|
14 |
4 |
p. 873-887
|
artikel
|
| 19 |
Seismic design, nonlinear analysis, and performance evaluation of recentering buckling-restrained braced frames (BRBFs)
|
Hu, Jong-Wan
|
|
2014
|
14 |
4 |
p. 683-695
|
artikel
|
| 20 |
Seismic performance of single-layer lattice shells with VF-FPB
|
Kong, Dewen
|
|
2014
|
14 |
4 |
p. 901-911
|
artikel
|
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