nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Behavior of single bolt bearing on high strength steel plate
|
Wang, Yan-Bo |
|
2017 |
137 |
C |
p. 19-30 |
artikel |
2 |
Column splice fracture effects on the seismic performance of steel moment frames
|
Stillmaker, Kimberly |
|
2017 |
137 |
C |
p. 93-101 |
artikel |
3 |
Comparison of the moment rotation capacities of rectangular and polygonal hollow sections
|
Kabanda, John Samuel |
|
2017 |
137 |
C |
p. 66-76 |
artikel |
4 |
Composite steel joist analysis using experimental stiffness factor from push-out tests
|
Yanez, Sergio J. |
|
2017 |
137 |
C |
p. 1-7 |
artikel |
5 |
Development of a high temperature material model for grade s275jr steel
|
Torić, Neno |
|
2017 |
137 |
C |
p. 161-168 |
artikel |
6 |
Direct strength method for shear capacity of beams with corrugated webs
|
Papangelis, John |
|
2017 |
137 |
C |
p. 152-160 |
artikel |
7 |
Editorial Board
|
|
|
2017 |
137 |
C |
p. IFC |
artikel |
8 |
Experimental and finite element study on seismic performance of the LCFST-D columns
|
Xiong, Qingqing |
|
2017 |
137 |
C |
p. 119-134 |
artikel |
9 |
Experimental and numerical study on member classification of I-section plate girders
|
Zhu, Yiyun |
|
2017 |
137 |
C |
p. 192-200 |
artikel |
10 |
Experimental investigation of panel zone in rigid beam to box column connection
|
Jahanbakhti, Ebrahim |
|
2017 |
137 |
C |
p. 180-191 |
artikel |
11 |
Experimental investigation of the flexural behavior of CFST trusses with interfacial imperfection
|
Huang, Yong-Hui |
|
2017 |
137 |
C |
p. 52-65 |
artikel |
12 |
Experimental study of opening effects on mid-span steel plate shear walls
|
Nassernia, Sina |
|
2017 |
137 |
C |
p. 8-18 |
artikel |
13 |
Exposed column-base plate strong-axis connections for small-size steel construction
|
Lim, Woo-Young |
|
2017 |
137 |
C |
p. 286-296 |
artikel |
14 |
Expression of concern ‘‘Experimental study of a replaceable steel coupling beam with an end-plate connection
|
|
|
2017 |
137 |
C |
p. 375 |
artikel |
15 |
Finite element analysis of the static properties and stability of a 800m Kiewitt type mega-latticed structure
|
Zhang, Qingwen |
|
2017 |
137 |
C |
p. 201-210 |
artikel |
16 |
Fire performance of non-load-bearing light-gauge slotted steel stud walls
|
Liu, Faqi |
|
2017 |
137 |
C |
p. 228-241 |
artikel |
17 |
Numerical and experimental study on loaded suspendome subjected to sudden cable failure
|
Wang, Xiaoxiang |
|
2017 |
137 |
C |
p. 358-371 |
artikel |
18 |
Numerical investigation on compressive performance of CFST columns with encased built-up lattice-angles
|
Xu, Fei |
|
2017 |
137 |
C |
p. 242-253 |
artikel |
19 |
Parametric finite element analyses on flush end-plate joints under column removal
|
Cassiano, David |
|
2017 |
137 |
C |
p. 77-92 |
artikel |
20 |
Recovery of capacity lost due to openings in cylindrical shells under compression
|
Alsalah, Ali |
|
2017 |
137 |
C |
p. 169-179 |
artikel |
21 |
Residual axial bearing capacity of square steel tubes after lateral impact
|
Chen, Yu |
|
2017 |
137 |
C |
p. 325-341 |
artikel |
22 |
Residual behavior of welded hollow spherical joints after exposure to elevated temperatures
|
Liu, Hongbo |
|
2017 |
137 |
C |
p. 102-118 |
artikel |
23 |
Response to seismic sequences of short-period structures equipped with Buckling-Restrained Braces located on the lakebed zone of Mexico City
|
Guerrero, Héctor |
|
2017 |
137 |
C |
p. 37-51 |
artikel |
24 |
Response to the discussion on von-Mises stress attenuation along crown line of CHS T-joints
|
Lesani, M. |
|
2017 |
137 |
C |
p. 372-374 |
artikel |
25 |
Seismic behavior of circular TSRC columns with studs on the steel section
|
Zhou, Xuhong |
|
2017 |
137 |
C |
p. 31-36 |
artikel |
26 |
Seismic performance of high-strength steel fabricated eccentrically braced frame with vertical shear link
|
Lian, Ming |
|
2017 |
137 |
C |
p. 262-285 |
artikel |
27 |
Seismic performance of retrofitted WFP connections joined to box column using ribs
|
Farooghi Mehr, Seyed Mohammad Reza |
|
2017 |
137 |
C |
p. 297-310 |
artikel |
28 |
Shaking table test of buckling-restrained steel plate shear walls
|
Ge, Minglan |
|
2017 |
137 |
C |
p. 254-261 |
artikel |
29 |
Stability and stiffness analysis of a steel frame with an oblique beam using method of least work
|
Fanaie, Nader |
|
2017 |
137 |
C |
p. 342-357 |
artikel |
30 |
Stability study on structural systems assembled by system scaffolds
|
Peng, Jui-Lin |
|
2017 |
137 |
C |
p. 135-151 |
artikel |
31 |
Steel plate shear walls with outriggers. Part II: Seismic design and performance
|
Safari Gorji, Meisam |
|
2017 |
137 |
C |
p. 311-324 |
artikel |
32 |
Three-segment steel brace for seismic design of concentrically braced frames
|
Seker, Onur |
|
2017 |
137 |
C |
p. 211-227 |
artikel |