Modelling, Test and Practice of Steel Structures
This reprint provides an international forum for the presentation and discussion of the latest developments in structural-steel research and its applications. The topics of this reprint include the modelling, testing and practice of steel structures and steel-based composite structures. A total of 1...
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| Other Authors: | , , |
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| Format: | Electronic Book Chapter |
| Language: | English |
| Published: |
Basel
2022
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| Subjects: | |
| Online Access: | DOAB: download the publication DOAB: description of the publication |
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| 005 | 20220916 | ||
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| 008 | 20220916s2022 xx |||||o ||| 0|eng d | ||
| 020 | |a books978-3-0365-4884-5 | ||
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| 020 | |a 9783036548845 | ||
| 040 | |a oapen |c oapen | ||
| 024 | 7 | |a 10.3390/books978-3-0365-4884-5 |c doi | |
| 041 | 0 | |a eng | |
| 042 | |a dc | ||
| 072 | 7 | |a TB |2 bicssc | |
| 072 | 7 | |a TBX |2 bicssc | |
| 100 | 1 | |a Chen, Zhihua |4 edt | |
| 700 | 1 | |a Ge, Hanbin |4 edt | |
| 700 | 1 | |a Chan, Siu-lai |4 edt | |
| 700 | 1 | |a Chen, Zhihua |4 oth | |
| 700 | 1 | |a Ge, Hanbin |4 oth | |
| 700 | 1 | |a Chan, Siu-lai |4 oth | |
| 245 | 1 | 0 | |a Modelling, Test and Practice of Steel Structures |
| 260 | |a Basel |c 2022 | ||
| 300 | |a 1 electronic resource (286 p.) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 506 | 0 | |a Open Access |2 star |f Unrestricted online access | |
| 520 | |a This reprint provides an international forum for the presentation and discussion of the latest developments in structural-steel research and its applications. The topics of this reprint include the modelling, testing and practice of steel structures and steel-based composite structures. A total of 17 high-quality, original papers dealing with all aspects of steel-structures research, including modelling, testing, and construction research on material properties, components, assemblages, connection, and structural behaviors, are included for publication. | ||
| 540 | |a Creative Commons |f https://creativecommons.org/licenses/by/4.0/ |2 cc |4 https://creativecommons.org/licenses/by/4.0/ | ||
| 546 | |a English | ||
| 650 | 7 | |a Technology: general issues |2 bicssc | |
| 650 | 7 | |a History of engineering & technology |2 bicssc | |
| 653 | |a shear dampers | ||
| 653 | |a steel tube dampers | ||
| 653 | |a low cycle cyclic load | ||
| 653 | |a mechanical properties | ||
| 653 | |a energy dissipation capacity | ||
| 653 | |a data analysis | ||
| 653 | |a artificial neural network (ANN) | ||
| 653 | |a chemical composition of welds | ||
| 653 | |a data augmentation technique | ||
| 653 | |a bolted ball-cylinder joints | ||
| 653 | |a FE analysis | ||
| 653 | |a elevated temperature | ||
| 653 | |a parametric study | ||
| 653 | |a design methods | ||
| 653 | |a steel plate wall | ||
| 653 | |a diagonal stiffener | ||
| 653 | |a torsional stiffness | ||
| 653 | |a elastic buckling | ||
| 653 | |a threshold stiffness | ||
| 653 | |a digital twin | ||
| 653 | |a Dijkstra algorithm | ||
| 653 | |a prestressed steel structure | ||
| 653 | |a material allocation | ||
| 653 | |a intelligent planning | ||
| 653 | |a construction management | ||
| 653 | |a random forest | ||
| 653 | |a influencing factors | ||
| 653 | |a intelligent analysis | ||
| 653 | |a offshore structure | ||
| 653 | |a falling object collision | ||
| 653 | |a similarity law | ||
| 653 | |a scaled test | ||
| 653 | |a finite element analysis | ||
| 653 | |a fracture performance | ||
| 653 | |a SBHS500 | ||
| 653 | |a SM570 | ||
| 653 | |a SM490 | ||
| 653 | |a high strength steel | ||
| 653 | |a notch | ||
| 653 | |a reliability analysis | ||
| 653 | |a ship local structure | ||
| 653 | |a probabilistic simulation | ||
| 653 | |a Kriging model | ||
| 653 | |a Bayesian data fusion | ||
| 653 | |a L-shaped column | ||
| 653 | |a recycled aggregate concrete | ||
| 653 | |a concrete-filled steel tube | ||
| 653 | |a eccentric compression | ||
| 653 | |a finite element model | ||
| 653 | |a suspender | ||
| 653 | |a steel arch bridge | ||
| 653 | |a fatigue life | ||
| 653 | |a overloaded rate | ||
| 653 | |a finite element | ||
| 653 | |a corrugated steel plate shear wall | ||
| 653 | |a damage state | ||
| 653 | |a repair state | ||
| 653 | |a fragility function | ||
| 653 | |a probabilistic assessment | ||
| 653 | |a partially connected steel plate shear wall | ||
| 653 | |a shear strength | ||
| 653 | |a connectivity ratio | ||
| 653 | |a finite element method | ||
| 653 | |a design formula | ||
| 653 | |a pipe-in-pipe system | ||
| 653 | |a global buckling | ||
| 653 | |a the sleeper-distributed buoyancy method | ||
| 653 | |a active control | ||
| 653 | |a pipeline design | ||
| 653 | |a orthotropic steel deck | ||
| 653 | |a crack propagation | ||
| 653 | |a fatigue performance | ||
| 653 | |a arch structure | ||
| 653 | |a stability behavior | ||
| 653 | |a spatial grid arch structure | ||
| 653 | |a stability analysis | ||
| 653 | |a initial imperfections | ||
| 653 | |a nonlinear factors | ||
| 653 | |a ultimate load-carrying capacity | ||
| 653 | |a structural steel | ||
| 653 | |a elevated temperatures | ||
| 653 | |a cooling-down method | ||
| 653 | |a cyclic performance | ||
| 653 | |a skeleton curve | ||
| 653 | |a n/a | ||
| 653 | |a ductile crack | ||
| 653 | |a high-strength steel | ||
| 653 | |a low-stress triaxiality | ||
| 653 | |a modified N-VG model | ||
| 856 | 4 | 0 | |a www.oapen.org |u https://mdpi.com/books/pdfview/book/5983 |7 0 |z DOAB: download the publication |
| 856 | 4 | 0 | |a www.oapen.org |u https://directory.doabooks.org/handle/20.500.12854/92106 |7 0 |z DOAB: description of the publication |