nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A continuous–discrete approach for evaluation of natural frequencies and mode shapes of high-rise buildings
|
Malekinejad, Mohsen |
|
2016 |
|
3 |
p. 269-280 |
artikel |
2 |
A new method to assess damage to RCMRFs from period elongation and Park–Ang damage index using IDA
|
Aghagholizadeh, Mehrdad |
|
2016 |
|
3 |
p. 243-252 |
artikel |
3 |
An experimental and parametric study on steel beams with web openings
|
Morkhade, Samadhan G. |
|
2015 |
|
3 |
p. 249-260 |
artikel |
4 |
An experimental investigation on the ultimate strength of epoxy repaired braced partial infilled RC frames
|
Dubey, Shailendra Kumar Damodar |
|
2014 |
|
3 |
p. 1-7 |
artikel |
5 |
A state of the art review on reinforced concrete beams with openings retrofitted with FRP
|
Osman, Bashir H. |
|
2016 |
|
3 |
p. 253-267 |
artikel |
6 |
Behavior of reinforcement SCC beams under elevated temperatures
|
Fathi, Hamoon |
|
2015 |
|
3 |
p. 261-267 |
artikel |
7 |
Behaviour of fibre-reinforced high-performance concrete in exterior beam-column joint
|
Muthupriya, P. |
|
2014 |
|
3 |
p. 1-7 |
artikel |
8 |
Characteristics of wind forces and responses of rectangular tall buildings
|
Amin, J. A. |
|
2014 |
|
3 |
p. 1-14 |
artikel |
9 |
Collapse displacements for a mechanism of spreading-induced supports in a masonry arch
|
Coccia, Simona |
|
2015 |
|
3 |
p. 307-320 |
artikel |
10 |
Collapse limit state definition for seismic assessment of code-conforming RC buildings
|
Terrenzi, M. |
|
2018 |
|
3 |
p. 325-337 |
artikel |
11 |
Development of a rocking R/C shear wall system implementing repairable structural fuses
|
Parsafar, Saeed |
|
2017 |
|
3 |
p. 247-258 |
artikel |
12 |
Distortional buckling behaviour of intermediate cold-formed steel lipped channel section with various web stiffeners under compression
|
Manikandan, P. |
|
2018 |
|
3 |
p. 189-198 |
artikel |
13 |
Dynamic analysis of metro rail bridge subjected to moving loads considering soil–structure interaction
|
Bhure, Hitesh |
|
2018 |
|
3 |
p. 285-294 |
artikel |
14 |
Dynamic response control of structures using liquid column vibration absorber: an experimental study
|
Saha, Supradip |
|
2017 |
|
3 |
p. 269-275 |
artikel |
15 |
Effect of layer length on deflection in sandwich beams
|
Abbu, Muthanna A. |
|
2017 |
|
3 |
p. 219-229 |
artikel |
16 |
Effect of soil condition on seismic response of isolated base buildings
|
Hassan, Amer |
|
2018 |
|
3 |
p. 249-261 |
artikel |
17 |
Effect of stiffness and thickness ratio of host plate and piezoelectric patches on reduction of the stress concentration factor
|
Fesharaki, Javad Jafari |
|
2016 |
|
3 |
p. 229-242 |
artikel |
18 |
Effect of void former shapes on one-way flexural behaviour of biaxial hollow slabs
|
Sagadevan, R. |
|
2019 |
|
3 |
p. 297-307 |
artikel |
19 |
Effects of concrete parameters in the lateral stiffness of reinforced concrete squat walls
|
Ocampo-Escobar, Andrés F. |
|
2019 |
|
3 |
p. 321-330 |
artikel |
20 |
Evaluation and upgrading web-gap distortion retrofits in steel girder bridges
|
Motaleb, Mehdi |
|
2019 |
|
3 |
p. 385-394 |
artikel |
21 |
Exact finite element formulation in generalized beam theory
|
Bianco, M. J. |
|
2018 |
|
3 |
p. 295-323 |
artikel |
22 |
Experimental and numerical investigation on flexural bond strength behavior of corroded NBS RC beam
|
Shetty, Akshatha |
|
2015 |
|
3 |
p. 223-231 |
artikel |
23 |
Experimental static and dynamic tests on a large-scale free-form Voronoi grid shell mock-up in comparison with finite-element method results
|
Froli, Maurizio |
|
2017 |
|
3 |
p. 293-308 |
artikel |
24 |
Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments
|
Lavorato, Davide |
|
2018 |
|
3 |
p. 211-232 |
artikel |
25 |
Finite element analysis of steel fiber-reinforced concrete (SFRC): validation of experimental tensile capacity of dog-bone specimens
|
Islam, Md. Mashfiqul |
|
2014 |
|
3 |
p. 1-8 |
artikel |
26 |
Finite element and micromechanical modeling for investigating effective material properties of polymer–matrix nanocomposites with microfiber, reinforced by CNT arrays
|
Tahouneh, Vahid |
|
2016 |
|
3 |
p. 297-306 |
artikel |
27 |
Finite element code-based modeling of a multi-feature isolation system and passive alleviation of possible inner pounding
|
Ismail, Mohammed |
|
2014 |
|
3 |
p. 1-23 |
artikel |
28 |
Finite-element modeling of UHPC hybrid bridge deck connections
|
Nasrin, Sabreena |
|
2018 |
|
3 |
p. 199-210 |
artikel |
29 |
Free vibration analysis of functionally graded doubly curved shell panels resting on elastic foundation in thermal environment
|
Tran, Quoc Huu |
|
2018 |
|
3 |
p. 275-283 |
artikel |
30 |
Improvement of open and semi-open core wall system in tall buildings by closing of the core section in the last story
|
Kheyroddin, A. |
|
2014 |
|
3 |
p. 1-12 |
artikel |
31 |
Inelastic deformation demands of regular steel frames subjected to pulse-like near-fault ground shakings
|
Siahpolo, Navid |
|
2016 |
|
3 |
p. 281-296 |
artikel |
32 |
Infilled masonry walls contribution in mitigating progressive collapse of multistory reinforced concrete structures according to UFC guidelines
|
Helmy, Huda |
|
2015 |
|
3 |
p. 233-247 |
artikel |
33 |
Influence of the soil properties on the seismic response of structures
|
Bourouaiah, W. |
|
2019 |
|
3 |
p. 309-319 |
artikel |
34 |
Innovations in rocking wall-frame systems-theory and development
|
Grigorian, Mark |
|
2017 |
|
3 |
p. 205-217 |
artikel |
35 |
Large deformation analysis of plane-stress hyperelastic problems via triangular membrane finite elements
|
Pascon, João Paulo |
|
2019 |
|
3 |
p. 331-350 |
artikel |
36 |
Mitigating shear lag in tall buildings
|
Gaur, Himanshu |
|
2015 |
|
3 |
p. 269-279 |
artikel |
37 |
Modified Frye–Morris polynomial model for double web-angle connections
|
Prabha, P. |
|
2015 |
|
3 |
p. 295-306 |
artikel |
38 |
Numerical modeling of elastomeric seismic isolators for determining force–displacement curve from cyclic loading
|
Saedniya, Majid |
|
2019 |
|
3 |
p. 361-376 |
artikel |
39 |
On displacement-based plastic design of parallel chord vierendeel girders
|
Grigorian, Mark |
|
2014 |
|
3 |
p. 1-11 |
artikel |
40 |
On the identification of damping from non-stationary free decay signals using modern signal processing techniques
|
Ramírez, Ricardo I. |
|
2015 |
|
3 |
p. 321-328 |
artikel |
41 |
Optimization of seismic response of steel structure using negative stiffness damper
|
Jadhav, Priyanka A. |
|
2019 |
|
3 |
p. 351-360 |
artikel |
42 |
Performance-based assessment of response reduction factor of RC-elevated water tank considering soil flexibility: a case study
|
Patel, Kashyap N. |
|
2018 |
|
3 |
p. 233-247 |
artikel |
43 |
Performance-based plastic design method for steel concentric braced frames
|
Banihashemi, M. R. |
|
2015 |
|
3 |
p. 281-293 |
artikel |
44 |
Predicting the seismic performance of typical R/C healthcare facilities: emphasis on hospitals
|
Bilgin, Huseyin |
|
2017 |
|
3 |
p. 277-292 |
artikel |
45 |
Prediction of residual shear strength of corroded reinforced concrete beams
|
Imam, Ashhad |
|
2016 |
|
3 |
p. 307-318 |
artikel |
46 |
Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges
|
Gao, Zhicheng |
|
2017 |
|
3 |
p. 231-245 |
artikel |
47 |
Probabilistic seismic performance assessment of brick masonry infill reinforced concrete building
|
Patil, V. S. |
|
2018 |
|
3 |
p. 263-274 |
artikel |
48 |
Seismic risk assessment of Trani’s Cathedral bell tower in Apulia, Italy
|
Diaferio, Mariella |
|
2017 |
|
3 |
p. 259-267 |
artikel |
49 |
Shear buckling behavior of a plate composite girder using concrete-filled steel tube structures
|
Sim, Jun-Gi |
|
2019 |
|
3 |
p. 377-384 |
artikel |
50 |
Static stability of a viscoelastically supported asymmetric sandwich beam with thermal gradient
|
Nayak, S. |
|
2014 |
|
3 |
p. 1-7 |
artikel |
51 |
Wave propagation in cracked frame structures by the spectral element method
|
Izadifard, Ramezan Ali |
|
2014 |
|
3 |
p. 1-10 |
artikel |
52 |
Wind effects on ‘Z’ plan-shaped tall building: a case study
|
Paul, Rajdip |
|
2016 |
|
3 |
p. 319-335 |
artikel |