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                             28 results found
no title author magazine year volume issue page(s) type
1 A novel bat algorithm based optimum tuning of mass dampers for improving the seismic safety of structures Bekdaş, Gebrail

159 C p. 89-98
article
2 A numerical study of the seismic response of arched and vaulted structures made of isotropic or composite materials Tornabene, Francesco

159 C p. 332-366
article
3 A passive metallic damper with replaceable steel bar components for earthquake protection of structures Aghlara, Reza

159 C p. 185-197
article
4 Critical load cases for lattice transmission line structures subjected to downbursts: Economic implications for design of transmission lines El Damatty, Ashraf

159 C p. 213-226
article
5 Design method for steel restrainer bars on railway bridges subjected to spatially varying earthquakes Liu, Cong

159 C p. 198-212
article
6 Design optimization of stiffened panels using finite element integrated force method Singh, A.

159 C p. 99-109
article
7 Determination of moment carrying capacity of sagae connection using different methods Jeong, Gi Young

159 C p. 46-54
article
8 Dynamic performance of a multi-story traditional timber pagoda Wu, Yajie

159 C p. 277-285
article
9 Editorial Board
159 C p. ii
article
10 Estimation of inelastic displacement ratios for soil-structure systems with embedded foundation considering kinematic and inertial interaction effects Bararnia, Majid

159 C p. 252-264
article
11 Experimental and numerical investigation of the static performance of innovative prefabricated high-strength composite columns Huang, Yufan

159 C p. 227-244
article
12 Experimental and numerical study on damage mechanism of CFDST bridge columns subjected to contact explosion Li, Minghong

159 C p. 265-276
article
13 Experimental investigation of the response of precast concrete cladding panels with integrated connections under monotonic and cyclic loading Psycharis, Ioannis N.

159 C p. 75-88
article
14 Experimental investigation on the bearing mechanism of Perfobond rib shear connectors Zhao, Canhui

159 C p. 172-184
article
15 Full strength extended stiffened end-plate joints: AISC vs recent European design criteria Tartaglia, Roberto

159 C p. 155-171
article
16 Identification of soil-structure interaction effect in a portal frame railway bridge through full-scale dynamic testing Zangeneh, Abbas

159 C p. 299-309
article
17 Inelastic responses of wind-excited tall buildings: Improved estimation and understanding by statistical linearization approaches Feng, Changda

159 C p. 141-154
article
18 Mobile impact testing of a simply-supported steel stringer bridge with reference-free measurement Guo, Shuanglin

159 C p. 66-74
article
19 Numerical study of progressive collapse resistance of RC beam-slab substructures under perimeter column removal scenarios Yu, Jun

159 C p. 14-27
article
20 Numerical study on a fully-prefabricated damage-tolerant beam to column connection for an earthquake-resilient frame Deng, Kailai

159 C p. 320-331
article
21 Online damage detection in structural systems via dynamic inverse analysis: A recursive Bayesian approach Eftekhar Azam, Saeed

159 C p. 28-45
article
22 On the assumed inherent stability of semi-active control systems Garrido, Hernán

159 C p. 286-298
article
23 Risk-based cost-benefit analysis for the retrofit of bridges exposed to extreme hydrologic events considering multiple failure modes Mondoro, Alysson

159 C p. 310-319
article
24 Seismic analysis of liquid storage composite conical tanks Elansary, Ahmed A.

159 C p. 128-140
article
25 Seismic capacity of masonry infilled RC frame strengthening with expanded metal ferrocement Leeanansaksiri, Anuchat

159 C p. 110-127
article
26 Seismic response control of a structure isolated by flat sliding bearing and nonlinear restoring spring: Experimental study for performance evaluation Sachdeva, Gourav

159 C p. 1-13
article
27 Stocky thin- or thick-walled beams: Theory and analysis Cheng, Xiangli

159 C p. 55-65
article
28 Vibration of laminated-beams based on reference-plane formulation: Effect of end supports at different heights of the beam Fernando, D.

159 C p. 245-251
article
                             28 results found
 
 Koninklijke Bibliotheek - National Library of the Netherlands