| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis on the shear capacity of irregular joints between steel box columns and beams
|
Hu, Zongbo
|
|
2016
|
16 |
2 |
p. 517-530
|
artikel
|
| 2 |
Angular change and secondary stress in main cables of suspension bridges
|
Lee, Minjae
|
|
2016
|
16 |
2 |
p. 573-585
|
artikel
|
| 3 |
Behaviour and design of cold-formed steel C-sections with cover plates under bending
|
Faridmehr, Iman
|
|
2016
|
16 |
2 |
p. 587-600
|
artikel
|
| 4 |
Bond behavior of H-shaped steel embedded in recycled aggregate concrete under push-out loads
|
Zheng, Huahai
|
|
2016
|
16 |
2 |
p. 347-360
|
artikel
|
| 5 |
Cold-forming effect on stainless steel sections
|
Howlader, Milon K.
|
|
2016
|
16 |
2 |
p. 317-332
|
artikel
|
| 6 |
Comparison the capacity of box steel columns, fabricated with groove and fillet welds
|
Hashemi, Seyed S.
|
|
2016
|
16 |
2 |
p. 373-382
|
artikel
|
| 7 |
Crack identification method for tapered cantilever pipe-type beam using natural frequencies
|
Lee, Jong-Won
|
|
2016
|
16 |
2 |
p. 467-476
|
artikel
|
| 8 |
Effect of chord configuration and spacing on cyclic flexural response of built-up columns
|
Sarkar, Sajal
|
|
2016
|
16 |
2 |
p. 441-453
|
artikel
|
| 9 |
Effect of stressed-skin action on optimal design of cold-formed steel square and rectangular-shaped portal frame buildings
|
Wrzesien, Andrzej M.
|
|
2016
|
16 |
2 |
p. 299-307
|
artikel
|
| 10 |
Effects of inclination angle on buckling of continuous composite bridges with inclined parabolic arch ribs
|
Gui, Chengzhong
|
|
2016
|
16 |
2 |
p. 361-372
|
artikel
|
| 11 |
Evaluation of solar temperature field under different wind speeds for Shanghai 65 m radio telescope
|
Qian, Hongliang
|
|
2016
|
16 |
2 |
p. 383-393
|
artikel
|
| 12 |
Evaluation of the pull-out strength of connections with roof cladding using honeycomb panels with cool roof performance capacity
|
Park, Sang-Woo
|
|
2016
|
16 |
2 |
p. 505-516
|
artikel
|
| 13 |
Experimental research on the behaviour of eccentrically loaded SRC columns subjected to the ISO-834 standard fire including a cooling phase
|
Zhang, Chao
|
|
2016
|
16 |
2 |
p. 425-439
|
artikel
|
| 14 |
Experimental study on bending behavior and seismic performance of hybrid composite beam with new shape
|
Kim, Sung-Bae
|
|
2016
|
16 |
2 |
p. 477-488
|
artikel
|
| 15 |
Improving inter-story drift distribution of steel moment resisting frames through stiff rocking cores
|
Qu, Bing
|
|
2016
|
16 |
2 |
p. 547-557
|
artikel
|
| 16 |
Nonlinear instability of angle section beams under uniformly distributed loads
|
Yuan, Wei-bin
|
|
2016
|
16 |
2 |
p. 309-315
|
artikel
|
| 17 |
Numerical modeling on post-local buckling behavior of circular and square concrete-filled steel tubular beam columns
|
Bai, Yongtao
|
|
2016
|
16 |
2 |
p. 531-546
|
artikel
|
| 18 |
On the prediction of effect of direction of welding on bead geometry and residual deformation of double-sided fillet welds
|
Pandey, C.
|
|
2016
|
16 |
2 |
p. 333-345
|
artikel
|
| 19 |
Optimal design of an arch bridge with high performance steel for bridges using genetic algorithm
|
Park, Jaegyun
|
|
2016
|
16 |
2 |
p. 559-572
|
artikel
|
| 20 |
Orthogonal analysis and optimization of a K4-rating auto-lifting anti-ram bollard system
|
Cao, Ke
|
|
2016
|
16 |
2 |
p. 267-277
|
artikel
|
| 21 |
Reinforced connection for upgrading strength and efficiency of single angle tension members
|
Abdelfattah, Fathy Abdelmoniem
|
|
2016
|
16 |
2 |
p. 637-645
|
artikel
|
| 22 |
Response of double angle and shear endplate connections at elevated temperatures
|
Hantouche, Elie G.
|
|
2016
|
16 |
2 |
p. 489-504
|
artikel
|
| 23 |
Safety analysis of structures with probability and evidence theory
|
Tao, Y. R.
|
|
2016
|
16 |
2 |
p. 289-298
|
artikel
|
| 24 |
Seismic response control of adjacent buildings coupled by semi-active shared TMD
|
Kim, Hyun-Su
|
|
2016
|
16 |
2 |
p. 647-656
|
artikel
|
| 25 |
Steel frame optimal design using MHBMO algorithm
|
Afzali, Seied Hosein
|
|
2016
|
16 |
2 |
p. 455-465
|
artikel
|
| 26 |
Structural optimization of hollow-section steel trusses by differential evolution algorithm
|
Fiore, Alessandra
|
|
2016
|
16 |
2 |
p. 411-423
|
artikel
|
| 27 |
The stability and stressed skin effect analyses of an 80 m diameter single-layer latticed dome with bolt-ball joints
|
Cao, Zhenggang
|
|
2016
|
16 |
2 |
p. 279-288
|
artikel
|
| 28 |
Ultimate behavior of steel cable-stayed bridges - II. Parametric study -
|
Kim, Seungjun
|
|
2016
|
16 |
2 |
p. 625-636
|
artikel
|
| 29 |
Ultimate behavior of steel cable-stayed bridges - I. Rational ultimate analysis method -
|
Kim, Seungjun
|
|
2016
|
16 |
2 |
p. 601-624
|
artikel
|
| 30 |
Vertical building collapse triggered by loss of all columns in the ground story−Last line of defense
|
Lalkovski, Nikolay
|
|
2016
|
16 |
2 |
p. 395-410
|
artikel
|
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