| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An analytical model for the out-of-plane response of URM walls to different lateral static loads
|
Edri, Idan E.
|
|
2017
|
136 |
C |
p. 194-209
16 p.
|
artikel
|
| 2 |
Axial load transfer in non-slender ultra-high-strength concrete columns through normal-strength concrete floor slabs
|
Shin, Hyun-Oh
|
|
2017
|
136 |
C |
p. 466-480
15 p.
|
artikel
|
| 3 |
Axial performance of short concrete filled steel tubes with high- and ultra-high- strength materials
|
Xiong, Ming-Xiang
|
|
2017
|
136 |
C |
p. 494-510
17 p.
|
artikel
|
| 4 |
Collapse resistance assessment through the implementation of progressive damage in finite element codes
|
De Biagi, Valerio
|
|
2017
|
136 |
C |
p. 523-534
12 p.
|
artikel
|
| 5 |
Comparison of static pushover and dynamic analyses using RC building shaking table experiment
|
Li, Shuang
|
|
2017
|
136 |
C |
p. 430-440
11 p.
|
artikel
|
| 6 |
Cyclic behavior of damaged reinforced concrete columns repaired with high-performance fiber-reinforced cementitious composite
|
Li, Xiuling
|
|
2017
|
136 |
C |
p. 26-35
10 p.
|
artikel
|
| 7 |
Cyclic behaviour of composite joints with reduced beam sections
|
Li, Rui
|
|
2017
|
136 |
C |
p. 329-344
16 p.
|
artikel
|
| 8 |
3D finite element investigation of the compressive membrane action effect in reinforced concrete flat slabs
|
Genikomsou, Aikaterini S.
|
|
2017
|
136 |
C |
p. 233-244
12 p.
|
artikel
|
| 9 |
Discrete element modelling of the in-plane and out-of-plane behaviour of dry-joint masonry wall constructions
|
Bui, T.T.
|
|
2017
|
136 |
C |
p. 277-294
18 p.
|
artikel
|
| 10 |
Dynamic finite element formulations for moderately thick plate vibrations based on the modified Mindlin theory
|
Senjanović, Ivo
|
|
2017
|
136 |
C |
p. 100-113
14 p.
|
artikel
|
| 11 |
Editorial Board
|
|
|
2017
|
136 |
C |
p. IFC-
1 p.
|
artikel
|
| 12 |
Enhancing wind performance of tall buildings using corner aerodynamic optimization
|
Elshaer, Ahmed
|
|
2017
|
136 |
C |
p. 133-148
16 p.
|
artikel
|
| 13 |
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests
|
Buljak, V.
|
|
2017
|
136 |
C |
p. 77-86
10 p.
|
artikel
|
| 14 |
Evaluation of the economic benefits of using Buckling-Restrained Braces in hospital structures located in very soft soils
|
Guerrero, Héctor
|
|
2017
|
136 |
C |
p. 406-419
14 p.
|
artikel
|
| 15 |
Experimental evaluation of the shear strength of aerial lime mortar brickwork by standard tests on triplets and non-standard tests on core samples
|
Pelà, Luca
|
|
2017
|
136 |
C |
p. 441-453
13 p.
|
artikel
|
| 16 |
Experimental response of an existing RC bridge with smooth bars and preliminary numerical simulations
|
Di Sarno, L.
|
|
2017
|
136 |
C |
p. 355-368
14 p.
|
artikel
|
| 17 |
Experimental study and numerical simulation of precast segmental bridge columns with semi-rigid connections
|
Hung, Hsiao-Hui
|
|
2017
|
136 |
C |
p. 12-25
14 p.
|
artikel
|
| 18 |
Experimental study of strain prediction on wave induced structures using modal decomposition and quasi static Ritz vectors
|
Skafte, Anders
|
|
2017
|
136 |
C |
p. 261-276
16 p.
|
artikel
|
| 19 |
Fragility assessment of a RC structure under tsunami actions via nonlinear static and dynamic analyses
|
Petrone, Crescenzo
|
|
2017
|
136 |
C |
p. 36-53
18 p.
|
artikel
|
| 20 |
In-plane flexural strength of unbonded post-tensioned concrete masonry walls
|
Hassanli, Reza
|
|
2017
|
136 |
C |
p. 245-260
16 p.
|
artikel
|
| 21 |
Investigation of U-head rotational stiffness in formwork supporting scaffold systems
|
Reynolds, James
|
|
2017
|
136 |
C |
p. 1-11
11 p.
|
artikel
|
| 22 |
Lateral-torsional buckling of butterfly-shaped beams with rectangular cross section
|
Plaut, R.H.
|
|
2017
|
136 |
C |
p. 210-218
9 p.
|
artikel
|
| 23 |
Measurement and modelling of torsional warping free vibrations of beams with rectangular hollow cross-sections
|
Murin, Justin
|
|
2017
|
136 |
C |
p. 68-76
9 p.
|
artikel
|
| 24 |
Mechanical properties and structural performance of ETFE (ethylene-tetrafluoroethylene) cushion structures at low temperatures
|
Zhao, Bing
|
|
2017
|
136 |
C |
p. 420-429
10 p.
|
artikel
|
| 25 |
Modeling thermo-mechanical behavior of concrete-filled steel tube columns with solid steel core subjected to fire
|
Neuenschwander, Martin
|
|
2017
|
136 |
C |
p. 180-193
14 p.
|
artikel
|
| 26 |
Next directions in experimental data for seismic hazard mitigation
|
Lamata Martínez, Ignacio
|
|
2017
|
136 |
C |
p. 535-546
12 p.
|
artikel
|
| 27 |
Nonlinear seismic modeling of reinforced concrete cores including torsion
|
Pelletier, Kevin
|
|
2017
|
136 |
C |
p. 380-392
13 p.
|
artikel
|
| 28 |
Optimum seismic design of a power plant building with pendulum tuned mass damper system by its heavy suspended buckets
|
Shu, Zhan
|
|
2017
|
136 |
C |
p. 114-132
19 p.
|
artikel
|
| 29 |
Probabilistic seismic risk forecasting of aging bridge networks
|
Zanini, Mariano Angelo
|
|
2017
|
136 |
C |
p. 219-232
14 p.
|
artikel
|
| 30 |
Punching strength of flat plates reinforced with UHPC and double-headed studs
|
Ricker, Marcus
|
|
2017
|
136 |
C |
p. 345-354
10 p.
|
artikel
|
| 31 |
Rebar section loss and carbon fiber reinforced plastic reinforcement effects on nonlinear behavior and ultimate load of cooling towers
|
Louhi, Amine
|
|
2017
|
136 |
C |
p. 481-493
13 p.
|
artikel
|
| 32 |
Scoring models for reinforced masonry shear wall maximum displacement prediction under seismic loads
|
Siam, Ahmad S.
|
|
2017
|
136 |
C |
p. 511-522
12 p.
|
artikel
|
| 33 |
Second-order flexibility-based model for nonlinear inelastic analysis of 3D semi-rigid steel frameworks
|
Chiorean, Cosmin G.
|
|
2017
|
136 |
C |
p. 547-579
33 p.
|
artikel
|
| 34 |
Seismic vulnerability assessment of a monumental masonry building
|
Castori, Giulio
|
|
2017
|
136 |
C |
p. 454-465
12 p.
|
artikel
|
| 35 |
Semi-analytical solutions for optimal design of columns based on Hencky bar-chain model
|
Zhang, H.
|
|
2017
|
136 |
C |
p. 87-99
13 p.
|
artikel
|
| 36 |
Slack free connections to improve seismic behavior of tension-only braces: An experimental and analytical study
|
Mousavi, Seyed Amin
|
|
2017
|
136 |
C |
p. 54-67
14 p.
|
artikel
|
| 37 |
Stiffness model for inclined screws in shear-tension mode in timber-to-timber joints
|
Girhammar, Ulf Arne
|
|
2017
|
136 |
C |
p. 580-595
16 p.
|
artikel
|
| 38 |
Strip model for steel plate shear walls with beam-connected web plates
|
Ozcelik, Yigit
|
|
2017
|
136 |
C |
p. 369-379
11 p.
|
artikel
|
| 39 |
Structural vibration serviceability: New design framework featuring human-structure interaction
|
Shahabpoor, Erfan
|
|
2017
|
136 |
C |
p. 295-311
17 p.
|
artikel
|
| 40 |
Testing of steel plate shear walls with composite columns and infill plates connected to beams only
|
Guo, Lanhui
|
|
2017
|
136 |
C |
p. 165-179
15 p.
|
artikel
|
| 41 |
Theoretical and experimental studies of battened buckling-restrained braces
|
Guo, Yan-Lin
|
|
2017
|
136 |
C |
p. 312-328
17 p.
|
artikel
|
| 42 |
Torsional behavior of RC beams strengthened with PBO-FRCM composite – An experimental study
|
Alabdulhady, Meyyada Y.
|
|
2017
|
136 |
C |
p. 393-405
13 p.
|
artikel
|
| 43 |
Uniform Design Method for punching shear in flat slabs and column bases
|
Kueres, Dominik
|
|
2017
|
136 |
C |
p. 149-164
16 p.
|
artikel
|
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