| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods
|
Milani, Gabriele
|
|
2018
|
160 |
C |
p. 212-228
|
artikel
|
| 2 |
A multilevel calculation scheme for risk-based robustness quantification of reinforced concrete frames
|
Droogné, Didier
|
|
2018
|
160 |
C |
p. 56-70
|
artikel
|
| 3 |
An analytical model for the monitoring of pore water pressure inside embankment dams
|
Guo, X.
|
|
2018
|
160 |
C |
p. 356-365
|
artikel
|
| 4 |
Axial – Shear interaction on CLT hold-down connections – Experimental investigation
|
Pozza, Luca
|
|
2018
|
160 |
C |
p. 95-110
|
artikel
|
| 5 |
Behaviour under long-term loading of externally prestressed concrete beams
|
Pisani, Marco Andrea
|
|
2018
|
160 |
C |
p. 24-33
|
artikel
|
| 6 |
Bidirectional shake table testing of RC columns retrofitted and repaired with shape memory alloy spirals
|
Jung, Donghyuk
|
|
2018
|
160 |
C |
p. 171-185
|
artikel
|
| 7 |
Bridging performance based seismic design with restricted interventions on cultural heritage structures
|
Spyrakos, Constantine C.
|
|
2018
|
160 |
C |
p. 34-43
|
artikel
|
| 8 |
Classification of failure mode and prediction of shear strength for reinforced concrete beam-column joints using machine learning techniques
|
Mangalathu, Sujith
|
|
2018
|
160 |
C |
p. 85-94
|
artikel
|
| 9 |
Compression-bend-shearing performance of column-to-column bolted-flange connections in prefabricated multi-high-rise steel structures
|
Liu, X.C.
|
|
2018
|
160 |
C |
p. 439-460
|
artikel
|
| 10 |
Cyclic lateral load behavior of squat reinforced concrete walls
|
Terzioglu, Tevfik
|
|
2018
|
160 |
C |
p. 147-160
|
artikel
|
| 11 |
Derailment-resistant performance of modular composite rail track slabs
|
Kaewunruen, Sakdirat
|
|
2018
|
160 |
C |
p. 1-11
|
artikel
|
| 12 |
Design optimization and additive manufacturing of nodes in gridshell structures
|
Seifi, Hamed
|
|
2018
|
160 |
C |
p. 161-170
|
artikel
|
| 13 |
Development and experimental study of a self-centering variable damping energy dissipation brace
|
Xu, Long-He
|
|
2018
|
160 |
C |
p. 270-280
|
artikel
|
| 14 |
Distributed strain measurements in a CFA pile using high spatial resolution fibre optic sensors
|
Bersan, Silvia
|
|
2018
|
160 |
C |
p. 554-565
|
artikel
|
| 15 |
Dynamic and structural integrity analysis of a complete elevator system through a Mixed Computational-Experimental Finite Element Methodology
|
Giagopoulos, Dimitrios
|
|
2018
|
160 |
C |
p. 473-487
|
artikel
|
| 16 |
Dynamic response analysis of monorail steel-concrete composite beam-train interaction system considering slip effect
|
Wang, Hongliang
|
|
2018
|
160 |
C |
p. 257-269
|
artikel
|
| 17 |
Editorial Board
|
|
|
2018
|
160 |
C |
p. ii
|
artikel
|
| 18 |
Elastic flexural rigidity of steel-concrete composite columns
|
Denavit, Mark D.
|
|
2018
|
160 |
C |
p. 293-303
|
artikel
|
| 19 |
Experimental and numerical research of the torsion problem of built-up steel columns laced in a single plane
|
Lorkowski, Paweł
|
|
2018
|
160 |
C |
p. 566-580
|
artikel
|
| 20 |
Experimental study on seismic behavior of steel plate reinforced concrete composite shear wall
|
Wang, Wei
|
|
2018
|
160 |
C |
p. 281-292
|
artikel
|
| 21 |
Interface shear resistance of clustered shear connectors for precast concrete bridge deck systems
|
Tawadrous, Raed
|
|
2018
|
160 |
C |
p. 195-211
|
artikel
|
| 22 |
Limit analysis of stochastic structures in the framework of the Probability Density Evolution Method
|
Kalogeris, Ioannis
|
|
2018
|
160 |
C |
p. 304-313
|
artikel
|
| 23 |
Numerical aspects of determination of natural frequencies of a power transmission line cable equipped with in-line fittings
|
Wolf, Hinko
|
|
2018
|
160 |
C |
p. 510-518
|
artikel
|
| 24 |
On collapse of non-uniform shallow arch under uniform radial pressure
|
Yan, Sun-ting
|
|
2018
|
160 |
C |
p. 419-438
|
artikel
|
| 25 |
On the use of the equivalent linearization for bilinear oscillators under pulse-like ground motion
|
Quaranta, Giuseppe
|
|
2018
|
160 |
C |
p. 395-407
|
artikel
|
| 26 |
Optimum crossing cable system in multi-span cable-stayed bridges
|
Cid, C.
|
|
2018
|
160 |
C |
p. 342-355
|
artikel
|
| 27 |
Performance-based optimal design of tuned impact damper for seismically excited nonlinear building
|
Lu, Zheng
|
|
2018
|
160 |
C |
p. 314-327
|
artikel
|
| 28 |
Punching behaviour of column-slab connection strengthened with non-prestressed or prestressed FRP plates
|
Abdullah, A.
|
|
2018
|
160 |
C |
p. 229-242
|
artikel
|
| 29 |
Required tie spacing to prevent inelastic local buckling of longitudinal reinforcements in RC and FRC elements
|
Pereiro-Barceló, Javier
|
|
2018
|
160 |
C |
p. 328-341
|
artikel
|
| 30 |
Sectional analysis for design of ultra-high performance fiber reinforced concrete beams with passive reinforcement
|
Xia, Jun
|
|
2018
|
160 |
C |
p. 121-132
|
artikel
|
| 31 |
Seismic behavior of shear walls with boundary CFST columns and embedded multiple steel plates: Experimental investigation
|
Qiao, Qi-Yun
|
|
2018
|
160 |
C |
p. 243-256
|
artikel
|
| 32 |
Seismic performance of precast RC column to steel beam connections with variable joint configurations
|
Khaloo, Alireza
|
|
2018
|
160 |
C |
p. 408-418
|
artikel
|
| 33 |
Seismic performance of reinforce concrete buildings designed according to codes in Bangladesh, India and U.S.
|
Mostafijur Rahman, Muhammad
|
|
2018
|
160 |
C |
p. 111-120
|
artikel
|
| 34 |
Seismic performance of self-consolidating concrete bridge columns
|
Ghadban, Ahmad A.
|
|
2018
|
160 |
C |
p. 461-472
|
artikel
|
| 35 |
Shear failure criterion for RC T-beams
|
Kotsovou, Gregoria M.
|
|
2018
|
160 |
C |
p. 44-55
|
artikel
|
| 36 |
Shear performance of a novel demountable steel-concrete bolted connector under static push-out tests
|
Yang, Fei
|
|
2018
|
160 |
C |
p. 133-146
|
artikel
|
| 37 |
Shear strengthening of RC short columns with ECC jacket: Cyclic behavior tests
|
Deng, Mingke
|
|
2018
|
160 |
C |
p. 535-545
|
artikel
|
| 38 |
Simple model for time-dependent bond transfer in pretensioned concrete using draw-in data
|
Floyd, Royce W.
|
|
2018
|
160 |
C |
p. 546-553
|
artikel
|
| 39 |
Stability analysis of bi-directionally corrugated steel plates with orthotropic plate model
|
Gajdzicki, Michał
|
|
2018
|
160 |
C |
p. 519-534
|
artikel
|
| 40 |
Structural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical models
|
Karanikoloudis, Georgios
|
|
2018
|
160 |
C |
p. 488-509
|
artikel
|
| 41 |
Structural performance of detachable precast composite column joints with mechanical metal plates
|
Nzabonimpa, J.D.
|
|
2018
|
160 |
C |
p. 366-382
|
artikel
|
| 42 |
The Multangular-Pyramid Concave Friction System (MPCFS) for seismic isolation: A preliminary numerical study
|
Xiong, Wei
|
|
2018
|
160 |
C |
p. 383-394
|
artikel
|
| 43 |
Theoretical model for seawater and sea sand concrete-filled circular FRP tubular stub columns under axial compression
|
Li, Y.L.
|
|
2018
|
160 |
C |
p. 71-84
|
artikel
|
| 44 |
Thermochemical assessment of the load-bearing capacity of steel-reinforced elastomeric bearings subjected to fire loading
|
Traxl, R.
|
|
2018
|
160 |
C |
p. 12-23
|
artikel
|
| 45 |
TLP dynamic response assessment based on a new stiffness matrix
|
Terán-Quintero, Carlos
|
|
2018
|
160 |
C |
p. 186-194
|
artikel
|
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