| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Adaptive causal realization of rate-independent linear damping
|
Keivan, Ashkan
|
|
|
167 |
C |
p. 256-271
|
artikel
|
| 2 |
A multi-type multi-occurrence hazard lifecycle cost analysis framework for infrastructure management decision making
|
Fereshtehnejad, Ehsan
|
|
|
167 |
C |
p. 504-517
|
artikel
|
| 3 |
An analytical study on the bending moment acting on the girder of a long-span cable-supported bridge suffering from cable failure
|
Shoghijavan, Mohammad
|
|
|
167 |
C |
p. 166-174
|
artikel
|
| 4 |
A new type of truss joint for prevention of progressive collapse
|
Yan, Shen
|
|
|
167 |
C |
p. 203-213
|
artikel
|
| 5 |
An improved replacement oscillator approach for soil-structure interaction analysis considering soft soils
|
Lu, Yang
|
|
|
167 |
C |
p. 26-38
|
artikel
|
| 6 |
A novel cable element for nonlinear thermo-elastic analysis
|
Rezaiee-Pajand, M.
|
|
|
167 |
C |
p. 431-444
|
artikel
|
| 7 |
A novel method for non-linear design of CLT wall systems
|
Tamagnone, G.
|
|
|
167 |
C |
p. 760-771
|
artikel
|
| 8 |
Application of pre-stressed SMA-based tuned mass damper to a timber floor system
|
Huang, Haoyu
|
|
|
167 |
C |
p. 143-150
|
artikel
|
| 9 |
Assessment of performance enhancement of a semi-submersible vertical axis wind turbine with an optimized Darrieus rotor
|
Cheng, Zhengshun
|
|
|
167 |
C |
p. 227-240
|
artikel
|
| 10 |
Assessment of the flexural behavior of reinforced concrete beams strengthened with concrete jackets
|
Alhadid, M. Monir A.
|
|
|
167 |
C |
p. 108-120
|
artikel
|
| 11 |
Concrete apartment tower in Los Angeles reimagined in mass timber
|
Timmers, Matthew
|
|
|
167 |
C |
p. 716-724
|
artikel
|
| 12 |
Corrosion non-uniformity of steel bars and reliability of corroded RC beams
|
Gu, Xianglin
|
|
|
167 |
C |
p. 188-202
|
artikel
|
| 13 |
Coupled axial tension-shear behavior of reinforced concrete walls
|
Ji, Xiaodong
|
|
|
167 |
C |
p. 132-142
|
artikel
|
| 14 |
Deterioration of cracks in onshore wind turbine foundations
|
McAlorum, Jack
|
|
|
167 |
C |
p. 121-131
|
artikel
|
| 15 |
Determination of the interaction between a masonry wall and a confining frame
|
Brodsky, Alex
|
|
|
167 |
C |
p. 214-226
|
artikel
|
| 16 |
Direct displacement design of tall cross laminated timber platform buildings with inter-story isolation
|
Bolvardi, Vahab
|
|
|
167 |
C |
p. 740-749
|
artikel
|
| 17 |
Dynamic impact analysis of masonry buildings subjected to flood actions
|
Lonetti, Paolo
|
|
|
167 |
C |
p. 445-458
|
artikel
|
| 18 |
Editorial Board
|
|
|
|
167 |
C |
p. ii
|
artikel
|
| 19 |
Enhancing the teaching of seismic isolation using additive manufacturing
|
Calhoun, S.J.
|
|
|
167 |
C |
p. 494-503
|
artikel
|
| 20 |
Experimental and numerical studies on seismic behavior of bonded and unbonded prestressed steel reinforced concrete frame beam
|
Xiong, Xueyu
|
|
|
167 |
C |
p. 567-581
|
artikel
|
| 21 |
Experimental investigation on the lateral structural performance of a traditional Chinese pre-Ming dynasty timber structure based on half-scale pseudo-static tests
|
Meng, Xianjie
|
|
|
167 |
C |
p. 582-591
|
artikel
|
| 22 |
Experimental study of wake-induced instability of coupled parallel hanger ropes for suspension bridges
|
Wen, Q.
|
|
|
167 |
C |
p. 175-187
|
artikel
|
| 23 |
Experimental tests on multiple-slit devices for precast concrete panels
|
Dal Lago, Bruno
|
|
|
167 |
C |
p. 420-430
|
artikel
|
| 24 |
Experimental verification of the effectiveness of elastic cross-ties in suppressing wake-induced vibrations of staggered stay cables
|
He, Xuhui
|
|
|
167 |
C |
p. 151-165
|
artikel
|
| 25 |
Exploring the application domain of adaptive structures
|
Senatore, Gennaro
|
|
|
167 |
C |
p. 608-628
|
artikel
|
| 26 |
Extended spectrum-based pushover analysis for predicting earthquake-induced forces in tall buildings
|
Liu, Yang
|
|
|
167 |
C |
p. 351-362
|
artikel
|
| 27 |
Finite element analysis of experimentally tested RC and PC beams using the cracked membrane model
|
Thoma, K.
|
|
|
167 |
C |
p. 592-607
|
artikel
|
| 28 |
Finite element formulation for the analysis of multilayered beams based on the principle of stationary complementary strain energy
|
Pham, Phe Van
|
|
|
167 |
C |
p. 287-307
|
artikel
|
| 29 |
Global sensitivity analysis based on distance correlation for structural systems with multivariate output
|
Xiao, Sinan
|
|
|
167 |
C |
p. 74-83
|
artikel
|
| 30 |
In-plane response of masonry infill walls: Comprehensive experimentally-based equivalent strut model for deterministic and probabilistic analysis
|
Liberatore, Laura
|
|
|
167 |
C |
p. 533-548
|
artikel
|
| 31 |
Investigation of blast and fragmentation loading characteristics – Field tests
|
Grisaro, Hezi Y.
|
|
|
167 |
C |
p. 363-375
|
artikel
|
| 32 |
Lower bound multiscale element for in situ cast joints in triaxial stress
|
Herfelt, Morten A.
|
|
|
167 |
C |
p. 340-350
|
artikel
|
| 33 |
Mechanical characterization of a pre-fabricated connection system for cross laminated timber structures in seismic regions
|
Polastri, A.
|
|
|
167 |
C |
p. 705-715
|
artikel
|
| 34 |
Modelling one-way out-of-plane response of single-leaf and cavity walls
|
Tomassetti, U.
|
|
|
167 |
C |
p. 241-255
|
artikel
|
| 35 |
Monitoring of wind effects on 600 m high Ping-An Finance Center during Typhoon Haima
|
He, Yinghou
|
|
|
167 |
C |
p. 308-326
|
artikel
|
| 36 |
Monotonic and cyclic response of bolted connections with welded cover plate for modular steel construction
|
Deng, En-Feng
|
|
|
167 |
C |
p. 407-419
|
artikel
|
| 37 |
Nonlinear finite element analyses for the restoration study of Xana, Greece
|
Terzi, Vasiliki G.
|
|
|
167 |
C |
p. 96-107
|
artikel
|
| 38 |
Output-only damage detection in buildings using proportional modal flexibility-based deflections in unknown mass scenarios
|
Bernagozzi, Giacomo
|
|
|
167 |
C |
p. 549-566
|
artikel
|
| 39 |
Performance evaluation of WT connections in progressive collapse
|
Daneshvar, Hossein
|
|
|
167 |
C |
p. 376-392
|
artikel
|
| 40 |
Pole placement method to control the rocking motion of rigid blocks
|
Simoneschi, Giorgia
|
|
|
167 |
C |
p. 39-47
|
artikel
|
| 41 |
Positive bending capacity prediction of composite girders based on elastoplastic cross-sectional analysis
|
Yang, Fei
|
|
|
167 |
C |
p. 327-339
|
artikel
|
| 42 |
Probability-based estimate of tropical cyclone damage: An explicit approach and application to Hong Kong, China
|
Wang, Cao
|
|
|
167 |
C |
p. 471-480
|
artikel
|
| 43 |
Seismic assessment of a three-story wood building with an integrated CLT-lightframe system using RTHS
|
Nguyen, Tu T.
|
|
|
167 |
C |
p. 695-704
|
artikel
|
| 44 |
Seismic behavior and cross-scale refinement model of damage evolution for RC shear walls
|
Dong, Yao-Rong
|
|
|
167 |
C |
p. 13-25
|
artikel
|
| 45 |
Seismic behavior of Chuan-Dou type timber frames
|
Huang, Hao
|
|
|
167 |
C |
p. 725-739
|
artikel
|
| 46 |
Seismic design method analyses of an innovative steel damping bearing for railway bridges
|
Liu, Cong
|
|
|
167 |
C |
p. 518-532
|
artikel
|
| 47 |
Seismic evaluation of Romanian traditional buildings with timber frame and mud masonry infills by in-plane static cyclic tests
|
Dutu, Andreea
|
|
|
167 |
C |
p. 655-670
|
artikel
|
| 48 |
Seismic performance of URM buildings with in-plane non-stiffened and stiffened timber floors
|
Scotta, Roberto
|
|
|
167 |
C |
p. 683-694
|
artikel
|
| 49 |
Seismic reliability analysis of a timber steel hybrid system
|
Zhang, Xiaoyue
|
|
|
167 |
C |
p. 629-638
|
artikel
|
| 50 |
Seismic resilience of plywood-coupled LVL wall panels
|
Iqbal, Asif
|
|
|
167 |
C |
p. 750-759
|
artikel
|
| 51 |
Seismic testing of post-tensioned Pres-Lam core walls using cross laminated timber
|
Moroder, Daniel
|
|
|
167 |
C |
p. 639-654
|
artikel
|
| 52 |
Shear spring model proposed for seismic evaluation of a timber framed masonry infilled wall
|
Dutu, Andreea
|
|
|
167 |
C |
p. 671-682
|
artikel
|
| 53 |
Simplified evaluation of pipe strains crossing a normal fault through the dissipated energy method
|
Ni, Pengpeng
|
|
|
167 |
C |
p. 393-406
|
artikel
|
| 54 |
Splitting force of bottle-shaped struts with different height-to-width ratios
|
Yuan, Aimin
|
|
|
167 |
C |
p. 481-493
|
artikel
|
| 55 |
Structural response and performance of hexagonal thin-walled grooved tubes under dynamic impact loading conditions
|
Isaac, Chukwuemeke William
|
|
|
167 |
C |
p. 459-470
|
artikel
|
| 56 |
The fluctuation–dissipation theorem used as a proxy for damping variations in real engineering structures
|
Brossault, Marc-Antoine
|
|
|
167 |
C |
p. 65-73
|
artikel
|
| 57 |
The shallow arch: A step towards bridges styling in the early 19th century
|
Serrano-López, R.
|
|
|
167 |
C |
p. 84-95
|
artikel
|
| 58 |
Tornado-induced wind loads on a low-rise building: Influence of swirl ratio, translation speed and building parameters
|
Razavi, Alireza
|
|
|
167 |
C |
p. 1-12
|
artikel
|
| 59 |
Two FE models to analyse the dynamic response of short span simply-supported oblique high-speed railway bridges: Comparison and experimental validation
|
Galvín, P.
|
|
|
167 |
C |
p. 48-64
|
artikel
|
| 60 |
Vulnerability assessment and seismic mitigation intervention for artistic assets: from theory to practice
|
Baggio, Sebastiano
|
|
|
167 |
C |
p. 272-286
|
artikel
|
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