nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Analytical and numerical studies on steel columns with novel connections in modular construction
|
Deng, En-Feng |
|
2017 |
17 |
4 |
p. 1613-1626 |
artikel |
2 |
An experimental study on bending performance of Hybrid forming composite beam
|
Kim, Sung-Bae |
|
2017 |
17 |
4 |
p. 1639-1649 |
artikel |
3 |
A proposal for a seismic design process for a passive control structural system based on the energy equilibrium equation
|
Oh, Sang-Hoon |
|
2017 |
17 |
4 |
p. 1285-1316 |
artikel |
4 |
A simplified numerical model for post-tensioned steel connections with bolted angles
|
Chen, Zhihua |
|
2017 |
17 |
4 |
p. 1487-1494 |
artikel |
5 |
Assessment of structural behavior of transmission line tower using strain gauging method
|
Shukla, Veerendra Kumar |
|
2017 |
17 |
4 |
p. 1529-1536 |
artikel |
6 |
Axial load capacity of cold-formed steel built-up stub columns
|
Ghannam, Mohamed |
|
2017 |
17 |
4 |
p. 1273-1283 |
artikel |
7 |
Concept proposal and feasibility verification of the Annular Crossed Cable-Truss Structure
|
Xue, Suduo |
|
2017 |
17 |
4 |
p. 1549-1560 |
artikel |
8 |
Cyclic behavior of concentrically braced frames with built-up braces composed of channel sections
|
Nader Naderpour, M. |
|
2017 |
17 |
4 |
p. 1391-1403 |
artikel |
9 |
Damage evaluation of reinforced concrete and steel frames under critical successive scenarios
|
Ghodrati Amiri, Gholamreza |
|
2017 |
17 |
4 |
p. 1495-1514 |
artikel |
10 |
Development of a fatigue experiment for the stiffener-to-deck plate connection in Orthotropic Steel Decks
|
Nagy, Wim |
|
2017 |
17 |
4 |
p. 1353-1364 |
artikel |
11 |
Dynamic investigation of a two story-two span frame including semi-rigid Khorjini connections
|
Moussemi, Mojtaba |
|
2017 |
17 |
4 |
p. 1471-1486 |
artikel |
12 |
Erratum to: Experimental study and numerical analysis on mechanical behavior of T-shape stiffened orthotropic steel-concrete composite bridge decks
|
Jiang, Xu |
|
2017 |
17 |
4 |
p. 1679 |
artikel |
13 |
Experimental and analytical studies on bearing capacity of bolt connected composite plate girders
|
Zhu, Yiyun |
|
2017 |
17 |
4 |
p. 1317-1329 |
artikel |
14 |
Experimental research and numerical simulation of a large-span isolated structure considering multi-dimensional input effects
|
Gu, Zhen-yuan |
|
2017 |
17 |
4 |
p. 1583-1595 |
artikel |
15 |
Failure modes and loading bearing capacity of corrugated steel roofs connected by standing seam clips
|
Song, Xiaoguang |
|
2017 |
17 |
4 |
p. 1341-1352 |
artikel |
16 |
Inelastic moment-rotation response of 690 MPa grade steel I-section girders
|
Yi, Gyu-Sei |
|
2017 |
17 |
4 |
p. 1667-1678 |
artikel |
17 |
Investigation of the structural behavior of an innovative steel open-web floor system
|
Luan, Huanqiang |
|
2017 |
17 |
4 |
p. 1365-1378 |
artikel |
18 |
Motion-based optimum design of a slender steel footbridge and assessment of its dynamic behaviour
|
Jiménez-Alonso, Javier Fernando |
|
2017 |
17 |
4 |
p. 1459-1470 |
artikel |
19 |
Numerical analysis on mechanical property of concrete filled steel tube reinforced concrete (CFSTRC) columns subjected to ISO-834 standard fire
|
Bao, Yan-Hong |
|
2017 |
17 |
4 |
p. 1561-1581 |
artikel |
20 |
Numerical analysis on structural behaviors of concrete filled steel tube reinforced concrete (CFSTRC) columns subjected to 3-side fire
|
Xu, Lei |
|
2017 |
17 |
4 |
p. 1515-1528 |
artikel |
21 |
Numerical and experimental investigation of composite steel shear wall with opening
|
Arabzadeh, Abolfazl |
|
2017 |
17 |
4 |
p. 1379-1389 |
artikel |
22 |
On the prediction of arresting efficiency of integral buckle arrestors for deepwater pipelines
|
Gong, Shunfeng |
|
2017 |
17 |
4 |
p. 1443-1458 |
artikel |
23 |
Reliability-based optimization of steel truss arch bridges
|
Cheng, Jin |
|
2017 |
17 |
4 |
p. 1415-1425 |
artikel |
24 |
Retrofitting of Steel Moment-Resisting Frames under fire loading against progressive collapse
|
Abdollahzadeh, Gholamreza |
|
2017 |
17 |
4 |
p. 1597-1611 |
artikel |
25 |
Seismic performance evaluation of a structure retrofitted using steel slit dampers with shape memory alloy bars
|
Naeem, Asad |
|
2017 |
17 |
4 |
p. 1627-1638 |
artikel |
26 |
Seismic performance of low-rise intermediate steel moment frame buildings in South Korea
|
Kim, Taewan |
|
2017 |
17 |
4 |
p. 1331-1340 |
artikel |
27 |
Shear behavior of large-diameter concrete filled tube (CFT)
|
Jung, Eun-bi |
|
2017 |
17 |
4 |
p. 1651-1665 |
artikel |
28 |
Shear capacity of cold-formed light-gauge steel framed shear-wall panels with fiber cement board sheathing
|
Khaliq, Wasim |
|
2017 |
17 |
4 |
p. 1404-1414 |
artikel |
29 |
Smart outrigger damper system for response reduction of tall buildings subjected to wind and seismic excitations
|
Kim, Hyun-Su |
|
2017 |
17 |
4 |
p. 1263-1272 |
artikel |
30 |
Study on the influence of the initial deflection and load combination on the collapse behaviour of continuous stiffened panels
|
Xu, Ming Cai |
|
2017 |
17 |
4 |
p. 1427-1442 |
artikel |
31 |
Vibration control of smart TMD for retractable-roof spatial structure considering closed and open roof condition
|
Kim, Hyun-Su |
|
2017 |
17 |
4 |
p. 1537-1548 |
artikel |