| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A contact element for dynamic analysis of beams to a moving oscillator on tensionless elastic foundation
|
Nguyen, Trong Phuoc
|
|
2016
|
|
4 |
p. 351-361
|
artikel
|
| 2 |
A simplified method in comparison with comprehensive interaction incremental dynamic analysis to assess seismic performance of jacket-type offshore platforms
|
Zolfaghari, M. R.
|
|
2015
|
|
4 |
p. 353-364
|
artikel
|
| 3 |
Assessing the accuracy of RC design code predictions through the use of artificial neural networks
|
Ahmad, Afaq
|
|
2018
|
|
4 |
p. 349-365
|
artikel
|
| 4 |
Behavior of wet precast beam column connections under progressive collapse scenario: an experimental study
|
Nimse, Rohit B.
|
|
2014
|
|
4 |
p. 149-159
|
artikel
|
| 5 |
Bending analysis of a general cross-ply laminate using 3D elasticity solution and layerwise theory
|
Yazdani Sarvestani, H.
|
|
2015
|
|
4 |
p. 329-340
|
artikel
|
| 6 |
Bending and free vibration analysis of functionally graded plates using new eight-unknown shear deformation theory by finite-element method
|
Long, Nguyen Van
|
|
2016
|
|
4 |
p. 391-399
|
artikel
|
| 7 |
Bond slip model in cylindrical reinforced concrete elements confined with stirrups
|
Coccia, Simona
|
|
2015
|
|
4 |
p. 365-375
|
artikel
|
| 8 |
Comparative study on the seismic performance assessment of existing buildings with and without retrofit strategies
|
Dumaru, Rakesh
|
|
2018
|
|
4 |
p. 439-464
|
artikel
|
| 9 |
Coupled vs uncoupled analysis of one-way RC-slabs under nearby air explosions
|
Rasouli, Alireza
|
|
2018
|
|
4 |
p. 421-437
|
artikel
|
| 10 |
Critical factors in displacement ductility assessment of high-strength concrete columns
|
Taheri, Ali
|
|
2017
|
|
4 |
p. 325-340
|
artikel
|
| 11 |
Dynamic response characteristics of steel portal frames having semi-rigid joints under sinusoidal wave excitation
|
Bhatti, Abdul Qadir
|
|
2017
|
|
4 |
p. 309-313
|
artikel
|
| 12 |
Dynamic response of structure with tuned mass friction damper
|
Pisal, Alka Y.
|
|
2016
|
|
4 |
p. 363-377
|
artikel
|
| 13 |
Erratum to: Buckling characteristic of multi-laminated composite elliptical cylindrical shells
|
Kassegne, Samuel Kinde
|
|
2015
|
|
4 |
p. 405
|
artikel
|
| 14 |
Evaluation of seismic design spectrum based on UHS implementing fourth-generation seismic hazard maps of Canada
|
Ahmed, Ali
|
|
2016
|
|
4 |
p. 411-422
|
artikel
|
| 15 |
Experimental study of bolted connections using light gauge channel sections and packing plates at the joints
|
Kulkarni, Ravindra B.
|
|
2014
|
|
4 |
p. 105-119
|
artikel
|
| 16 |
Experimental study of geotextile as plinth beam in a pile group-supported modeled building frame
|
Ravi Kumar Reddy, C.
|
|
2017
|
|
4 |
p. 353-363
|
artikel
|
| 17 |
Influence of ground motion duration on ductility demands of reinforced concrete structures
|
De Jesus Vega, Eric
|
|
2019
|
|
4 |
p. 503-517
|
artikel
|
| 18 |
Modal identification of localised damage in beams and trusses: experimental and numerical results
|
Diaferio, Mariella
|
|
2019
|
|
4 |
p. 421-437
|
artikel
|
| 19 |
Numerical analysis and experimental testing of ultra-high performance fibre reinforced concrete keyed dry and epoxy joints in precast segmental bridge girders
|
Gopal, Balamurugan A.
|
|
2019
|
|
4 |
p. 463-472
|
artikel
|
| 20 |
Numerical analysis of nuclear power plant structure subjected to aircraft crash
|
Saberi, Reza
|
|
2017
|
|
4 |
p. 341-352
|
artikel
|
| 21 |
Numerical comparison on the efficiency of conventional and hybrid buckling-restrained braces for seismic protection of short-to-mid-rise steel buildings
|
Alborzi, M.
|
|
2019
|
|
4 |
p. 439-454
|
artikel
|
| 22 |
Optimal design of high-rise buildings with respect to fundamental eigenfrequency
|
Alavi, Arsalan
|
|
2017
|
|
4 |
p. 365-374
|
artikel
|
| 23 |
Optimal shape control of piezolaminated beams with different boundary condition and loading using genetic algorithm
|
Bendine, Kouider
|
|
2017
|
|
4 |
p. 375-384
|
artikel
|
| 24 |
Performance of semirigid timber frame with Lagscrewbolt connections: experimental, analytical, and numerical model results
|
Mori, Takuro
|
|
2015
|
|
4 |
p. 387-403
|
artikel
|
| 25 |
RC beams shear-strengthened with fabric-reinforced-cementitious-matrix (FRCM) composite
|
Loreto, Giovanni
|
|
2015
|
|
4 |
p. 341-352
|
artikel
|
| 26 |
Reliability and flexural behavior of triangular and T-reinforced concrete beams
|
Al-Ansari, Mohammed S.
|
|
2015
|
|
4 |
p. 377-386
|
artikel
|
| 27 |
Robustness of steel joints with stainless steel bolts in fire
|
Satheeskumar, N.
|
|
2014
|
|
4 |
p. 161-168
|
artikel
|
| 28 |
Scaled accelerographs for design of structures in Quetta, Baluchistan, Pakistan
|
Bhatti, Abdul Qadir
|
|
2016
|
|
4 |
p. 401-410
|
artikel
|
| 29 |
Seismic performance of existing water tank after condition ranking using non-destructive testing
|
Nayak, Chittaranjan B.
|
|
2019
|
|
4 |
p. 395-410
|
artikel
|
| 30 |
Seismic response of a full-scale wind turbine tower using experimental and numerical modal analysis
|
Kandil, Kamel Sayed Ahmad
|
|
2016
|
|
4 |
p. 337-349
|
artikel
|
| 31 |
Seismic vulnerability study of Soltaniyeh dome using nonlinear static and dynamic analyses
|
Kalantari, Hossein
|
|
2018
|
|
4 |
p. 367-380
|
artikel
|
| 32 |
Short-term deflection of RC beams using a discrete rotation approach
|
El-Zeadani, Mohamed
|
|
2019
|
|
4 |
p. 473-490
|
artikel
|
| 33 |
Simplified finite element model for evaluation of ultimate capacity of corrosion-damaged reinforced concrete beam-columns
|
Mohammed, A.
|
|
2018
|
|
4 |
p. 381-400
|
artikel
|
| 34 |
Single diagonal precast prestressed concrete bracing for strengthening existing concrete frames
|
Nateghi Alahi, Fariborz
|
|
2018
|
|
4 |
p. 339-347
|
artikel
|
| 35 |
Static analysis of tall buildings based on Timoshenko beam theory
|
Davari, Seyed Mozafar
|
|
2019
|
|
4 |
p. 455-461
|
artikel
|
| 36 |
Structural assessment of remodelled shells of Heinz Isler
|
Baghdadi, Abtin
|
|
2019
|
|
4 |
p. 491-502
|
artikel
|
| 37 |
Study of torsional behavior of reinforced concrete beams strengthened with aramid fiber strips
|
Kandekar, S. B.
|
|
2018
|
|
4 |
p. 465-474
|
artikel
|
| 38 |
Study of wind-induced vibrations in tall buildings with tuned mass dampers taking into account vortices effects
|
Momtaz, Ali Ajilian
|
|
2017
|
|
4 |
p. 385-395
|
artikel
|
| 39 |
The efficiency of using CFRP as a strengthening technique for reinforced concrete beams subjected to blast loading
|
Jahami, Ali
|
|
2019
|
|
4 |
p. 411-420
|
artikel
|
| 40 |
Thermal analysis of GFRP-reinforced continuous concrete decks subjected to top fire
|
Hawileh, Rami A.
|
|
2017
|
|
4 |
p. 315-323
|
artikel
|
| 41 |
Topology optimization analysis based on the direct coupling of the boundary element method and the level set method
|
Vitório, Paulo Cezar
|
|
2017
|
|
4 |
p. 397-407
|
artikel
|
| 42 |
Torsional irregularity in multi-story structures
|
Özmen, Günay
|
|
2014
|
|
4 |
p. 121-131
|
artikel
|
| 43 |
TOSCA: a Tool for Optimisation in Structural and Civil engineering Analyses
|
Chisari, Corrado
|
|
2018
|
|
4 |
p. 401-419
|
artikel
|
| 44 |
Ultimate tensile strength of embedded I-sections: a comparison of experimental and numerical results
|
Heristchian, Mahmoud
|
|
2014
|
|
4 |
p. 169-180
|
artikel
|
| 45 |
Using seismic hazard assessment to study dynamic behavior of Gonbad-e Kāvus tower (the tallest brick tower in the world)
|
Ahmadi, Gholamreza
|
|
2014
|
|
4 |
p. 133-148
|
artikel
|
| 46 |
Wind-induced vibrations of structures using design spectra
|
Martinez-Vazquez, P.
|
|
2016
|
|
4 |
p. 379-389
|
artikel
|
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