| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analytical behaviour and design of square CFDST subjected to local bearing force
|
Yang, You-Fu
|
|
|
159 |
C |
p. 198-214
|
artikel
|
| 2 |
Beam-tendon finite elements for post-tensioned steel-concrete composite beams with partial interaction
|
Sousa Jr., João Batista M.
|
|
|
159 |
C |
p. 147-160
|
artikel
|
| 3 |
Behavior and design of top flange-rotated self-centering steel connections equipped with SMA ring spring dampers
|
Feng, Weikang
|
|
|
159 |
C |
p. 315-329
|
artikel
|
| 4 |
Behaviour and design of circular hollow section steel columns strengthened by infilling concrete under preload
|
Yuan, H.X.
|
|
|
159 |
C |
p. 415-427
|
artikel
|
| 5 |
Behaviour and design of concrete-filled mild-steel spiral welded tube long columns under eccentric axial compression loading
|
Gunawardena, Yasoja
|
|
|
159 |
C |
p. 341-363
|
artikel
|
| 6 |
Comparative behaviour of ‘I beam- RHS column’ joints with and without web weld
|
Serrano-López, Miguel A.
|
|
|
159 |
C |
p. 330-340
|
artikel
|
| 7 |
Comparative risk-based seismic assessment of 1970s vs modern tall steel moment frames
|
Molina Hutt, Carlos
|
|
|
159 |
C |
p. 598-610
|
artikel
|
| 8 |
Comparative study of steel plate shear walls with different types of unbonded stiffeners
|
Yu, Jin-Guang
|
|
|
159 |
C |
p. 384-396
|
artikel
|
| 9 |
Compression loading test for concrete-filled tubular columns with high-strength steel slender section
|
Lee, Ho-Jun
|
|
|
159 |
C |
p. 507-520
|
artikel
|
| 10 |
Cyclic behavior of beam-column joints with various yielding modes
|
Wang, Yandong
|
|
|
159 |
C |
p. 245-259
|
artikel
|
| 11 |
Design of CFRP-strengthened stainless steel tubular sections subjected to web crippling
|
Islam, S.M. Zahurul
|
|
|
159 |
C |
p. 442-458
|
artikel
|
| 12 |
Design of fillet welds in RHS-to-RHS moment T-connections under branch in-plane bending
|
Yaghoubshahi, Mojgan
|
|
|
159 |
C |
p. 122-133
|
artikel
|
| 13 |
Editorial Board
|
|
|
|
159 |
C |
p. ii
|
artikel
|
| 14 |
Effect of beam yielding on chevron braced frames
|
Roeder, Charles W.
|
|
|
159 |
C |
p. 428-441
|
artikel
|
| 15 |
Evaluating out-of-plane stability for welded BRBs considering flexural restrainer and gusset rotations
|
Chen, Li-Wei
|
|
|
159 |
C |
p. 161-175
|
artikel
|
| 16 |
Experimental and analytical evaluation of the redundancy of repurposed fracture-critical railroad-flatcars
|
Sener, Kadir C.
|
|
|
159 |
C |
p. 288-300
|
artikel
|
| 17 |
Experimental and numerical study of PRC coupling beams with low span-to-depth ratio
|
Tian, Jianbo
|
|
|
159 |
C |
p. 34-52
|
artikel
|
| 18 |
Experimental investigation of square stainless steel tubular stub columns after elevated temperatures
|
He, Kang
|
|
|
159 |
C |
p. 397-414
|
artikel
|
| 19 |
Experimental studies on Belleville springs use in the sliding hinge joint connection
|
Ramhormozian, Shahab
|
|
|
159 |
C |
p. 81-94
|
artikel
|
| 20 |
Experimental study on two-level yielding buckling-restrained braces
|
Li, Guo-Qiang
|
|
|
159 |
C |
p. 260-269
|
artikel
|
| 21 |
Fatigue assessment of longitudinal rib-to-crossbeam welded joints in orthotropic steel bridge decks
|
Huang, Yun
|
|
|
159 |
C |
p. 53-66
|
artikel
|
| 22 |
Fire resistance behavior of earthquake-damaged tubular T-joints at elevated temperatures
|
Xu, Jixiang
|
|
|
159 |
C |
p. 176-188
|
artikel
|
| 23 |
Fire resistance studies on circular tubed steel reinforced concrete stub columns subjected to axial compression
|
Zhou, Xuhong
|
|
|
159 |
C |
p. 231-244
|
artikel
|
| 24 |
Formulae for determining elastic local buckling half-wavelengths of structural steel cross-sections
|
Fieber, Andreas
|
|
|
159 |
C |
p. 493-506
|
artikel
|
| 25 |
Mechanical behavior of welded hollow spherical joints with diameter exceeding 1.0 m
|
Chen, Yong
|
|
|
159 |
C |
p. 21-33
|
artikel
|
| 26 |
Mechanical properties of butt weldments made with E5515-G electrodes at high temperature
|
Guo, Zhen
|
|
|
159 |
C |
p. 13-20
|
artikel
|
| 27 |
Non-linear creep modelling on circular concrete-filled steel tubular columns
|
Wang, Yu-Yin
|
|
|
159 |
C |
p. 270-282
|
artikel
|
| 28 |
Numerical investigation into prestressed stayed steel box section columns under eccentric loading
|
Li, Pengcheng
|
|
|
159 |
C |
p. 1-12
|
artikel
|
| 29 |
Numerical study on stainless steel I-shaped links on eccentrically braced frames
|
Chacón, R.
|
|
|
159 |
C |
p. 67-80
|
artikel
|
| 30 |
Performance of bolted steel-beam to CFST-column joints using stiffened angles in column-removal scenario
|
Gao, Shan
|
|
|
159 |
C |
p. 459-475
|
artikel
|
| 31 |
Proposal of AISC-compliant seismic design criteria for ductile partially-restrained end-plate bolted joints
|
Tartaglia, Roberto
|
|
|
159 |
C |
p. 364-383
|
artikel
|
| 32 |
Proposed criteria to assess the redundancy of repurposed railroad-flatcars classified as FCMs
|
Sener, Kadir C.
|
|
|
159 |
C |
p. 283-287
|
artikel
|
| 33 |
Residual capacity of cold-formed steel rack uprights following stomping during rocking
|
Maguire, James R.
|
|
|
159 |
C |
p. 189-197
|
artikel
|
| 34 |
Residual weld stresses in stiffener-to-deck plate weld of an orthotropic steel deck
|
Van Puymbroeck, Evy
|
|
|
159 |
C |
p. 534-547
|
artikel
|
| 35 |
Resistance of gusset-tube DK-joints stiffened by 1/2 annular plates in transmission towers
|
Li, Fang
|
|
|
159 |
C |
p. 560-573
|
artikel
|
| 36 |
Seismic behavior of semi-rigid steel joints—Major axis T-stub and minor axis end-plate
|
Shi, Qiang
|
|
|
159 |
C |
p. 476-492
|
artikel
|
| 37 |
Simulating the hot dip galvanizing process of high mast illumination poles. Part II: Effects of geometrical properties and galvanizing practices
|
Nasouri, Reza
|
|
|
159 |
C |
p. 584-597
|
artikel
|
| 38 |
Slenderness limits for fabricated S960 ultra-high-strength steel and composite columns
|
Li, Dongxu
|
|
|
159 |
C |
p. 109-121
|
artikel
|
| 39 |
Static and fatigue behavior of shear connectors for a steel-concrete composite girder
|
Deng, Wenqin
|
|
|
159 |
C |
p. 134-146
|
artikel
|
| 40 |
Static resistance of laser-made, non-welded T RHS joints estimated using the component method
|
Szlendak, Jerzy K.
|
|
|
159 |
C |
p. 574-583
|
artikel
|
| 41 |
Structural-capacity-reserve-based performance assessment of long-span single-layer lattice shell structures
|
He, Zheng
|
|
|
159 |
C |
p. 301-314
|
artikel
|
| 42 |
Study on the behavior of multi-cell composite T-shaped concrete-filled steel tubular columns subjected to compression under biaxial eccentricity
|
Sui, Yi
|
|
|
159 |
C |
p. 215-230
|
artikel
|
| 43 |
Testing, numerical modelling and design of S690 high strength steel welded I-section stub columns
|
Sun, Yao
|
|
|
159 |
C |
p. 521-533
|
artikel
|
| 44 |
Ultimate resistance of isotropic cylindrically curved steel panels under uniaxial compression
|
Manco, Tiago
|
|
|
159 |
C |
p. 95-108
|
artikel
|
| 45 |
Use of energy-dissipative rocking columns to enhance seismic performance of buckling-restrained braced frames
|
Li, Yan-Wen
|
|
|
159 |
C |
p. 548-559
|
artikel
|
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