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 |