| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A new analytical model for viscous wall dampers and its experimental validation
|
Zhou, Ying
|
|
2018
|
163 |
C |
p. 224-240
|
artikel
|
| 2 |
A non-destructive testing methodology for damage assessment of reinforced concrete buildings after seismic events
|
Polimeno, Maria Rita
|
|
2018
|
163 |
C |
p. 122-136
|
artikel
|
| 3 |
Behaviour of cold-formed dimpled columns under lateral impact
|
Liang, Ce
|
|
2018
|
163 |
C |
p. 167-176
|
artikel
|
| 4 |
Cracking strut-and-tie model for shear strength evaluation of reinforced concrete deep beams
|
Chen, Hui
|
|
2018
|
163 |
C |
p. 396-408
|
artikel
|
| 5 |
Cyclic experimental and analytical studies of buckling-restrained braces with various gusset connections
|
Wang, Jingfeng
|
|
2018
|
163 |
C |
p. 38-50
|
artikel
|
| 6 |
Design of cold-formed stainless steel circular hollow section columns using direct strength method
|
Huang, Yuner
|
|
2018
|
163 |
C |
p. 177-183
|
artikel
|
| 7 |
Development of design and construction of high-speed railway bridges in Germany
|
Kang, Chongjie
|
|
2018
|
163 |
C |
p. 184-196
|
artikel
|
| 8 |
Dissipations in reinforced concrete components: Static and dynamic experimental identification strategy
|
Heitz, T.
|
|
2018
|
163 |
C |
p. 436-451
|
artikel
|
| 9 |
Dynamic-based pushover analysis for one-way plan-asymmetric buildings
|
Rofooei, Fayaz R.
|
|
2018
|
163 |
C |
p. 332-346
|
artikel
|
| 10 |
Editorial Board
|
|
|
2018
|
163 |
C |
p. ii
|
artikel
|
| 11 |
Effects of Buckling-Restrained Braces on reinforced concrete precast models subjected to shaking table excitation
|
Guerrero, Hector
|
|
2018
|
163 |
C |
p. 294-310
|
artikel
|
| 12 |
Experimental implementation of an optimum viscoelastic vibration absorber for cubic nonlinear systems
|
Bronkhorst, Klaas B.
|
|
2018
|
163 |
C |
p. 323-331
|
artikel
|
| 13 |
Experimental study on shear behavior of tie-bars in steel-plate concrete composite structure subjected to cyclic loading
|
Zhai, Changhai
|
|
2018
|
163 |
C |
p. 311-322
|
artikel
|
| 14 |
Fatigue strength of welded and high frequency mechanical impact (HFMI) post-treated steel joints under constant and variable amplitude loading
|
Leitner, M.
|
|
2018
|
163 |
C |
p. 215-223
|
artikel
|
| 15 |
Flexural response of skew-curved concrete box-girder bridges
|
Gupta, Tanmay
|
|
2018
|
163 |
C |
p. 358-372
|
artikel
|
| 16 |
General shell section properties and failure model for cross-laminated timber obtained by numerical homogenization
|
Furtmüller, Thomas
|
|
2018
|
163 |
C |
p. 77-92
|
artikel
|
| 17 |
Hysteretic model for concrete under cyclic tension and tension-compression reversals
|
Zhang, Pei
|
|
2018
|
163 |
C |
p. 388-395
|
artikel
|
| 18 |
In situ measurement of wind pressure loadings on pedestal style rooftop photovoltaic panels
|
Bender, W.
|
|
2018
|
163 |
C |
p. 281-293
|
artikel
|
| 19 |
Lateral-distortional buckling of beams with hollow flanges and folded plate webs
|
Trahair, N.S.
|
|
2018
|
163 |
C |
p. 71-76
|
artikel
|
| 20 |
Moment resisting on-site splice of large glulam elements by use of mechanically coupled long threaded rods
|
Cepelka, Martin
|
|
2018
|
163 |
C |
p. 347-357
|
artikel
|
| 21 |
Numerical study on the effects of diaphragm stiffness and strength on the seismic response of multi-story modular buildings
|
Srisangeerthanan, Sriskanthan
|
|
2018
|
163 |
C |
p. 25-37
|
artikel
|
| 22 |
On the importance of soil damping for tall buildings loaded by wind
|
Gómez, S.S.
|
|
2018
|
163 |
C |
p. 426-435
|
artikel
|
| 23 |
Out-of-plane behavior of two-layered free-standing masonry walls: Analytical solutions and small-scale tests
|
Szyszka, Marcin
|
|
2018
|
163 |
C |
p. 11-24
|
artikel
|
| 24 |
Parametric study on effects of load position on the stress distribution in network arch timber bridges with light timber decks on transverse crossbeams
|
Ostrycharczyk, Anna Weronika
|
|
2018
|
163 |
C |
p. 112-121
|
artikel
|
| 25 |
Push-out test on the web opening shear connector for a slim-floor steel beam: Experimental and analytical study
|
Hosseinpour, Emad
|
|
2018
|
163 |
C |
p. 137-152
|
artikel
|
| 26 |
Robust vision sensor for multi-point displacement monitoring of bridges in the field
|
Luo, Longxi
|
|
2018
|
163 |
C |
p. 255-266
|
artikel
|
| 27 |
Seismic performance study on slipping bolted truss-to-column connections in modularized prefabricated steel structures
|
Liu, X.C.
|
|
2018
|
163 |
C |
p. 241-254
|
artikel
|
| 28 |
Seismic reliability-based robustness assessment of three-dimensional reinforced concrete systems equipped with single-concave sliding devices
|
Castaldo, P.
|
|
2018
|
163 |
C |
p. 373-387
|
artikel
|
| 29 |
Simulating the fire-thermal-structural behavior in a localized fire test on a bare steel beam
|
Zhang, Chao
|
|
2018
|
163 |
C |
p. 61-70
|
artikel
|
| 30 |
Smoothing evolutionary structural optimization for structures with displacement or natural frequency constraints
|
Simonetti, Hélio Luiz
|
|
2018
|
163 |
C |
p. 1-10
|
artikel
|
| 31 |
The effect of fibres on steel bar corrosion and flexural behaviour of corroded RC beams
|
Berrocal, Carlos G.
|
|
2018
|
163 |
C |
p. 409-425
|
artikel
|
| 32 |
The effect of non-uniform bending on the lateral stability of steel beams with slender cross-section at elevated temperatures
|
Couto, Carlos
|
|
2018
|
163 |
C |
p. 153-166
|
artikel
|
| 33 |
Time-dependent behaviour of cracked, partially bonded reinforced concrete beams under repeated and sustained loads
|
Daud, Sultan A.
|
|
2018
|
163 |
C |
p. 267-280
|
artikel
|
| 34 |
Torsional behavior of multistory RC frame structures due to asymmetric seismic interaction
|
Karayannis, Chris G.
|
|
2018
|
163 |
C |
p. 93-111
|
artikel
|
| 35 |
Use of modal interference approach (MIA) to reduce wind-induced building motions
|
Xie, Jiming
|
|
2018
|
163 |
C |
p. 51-60
|
artikel
|
| 36 |
Wave load effect analysis of a floating bridge in a fjord considering inhomogeneous wave conditions
|
Cheng, Zhengshun
|
|
2018
|
163 |
C |
p. 197-214
|
artikel
|
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