Seismic Assessment and Design of Structures

This Special Issue reprint is dedicated to presenting open and challenging issues in earthquake engineering. It consists of 29 peer-reviewed papers that cover a broad range of subjects and applications related to the seismic assessment and design of structures. Based on advanced computational, analy...

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Bibliographic Details
Other Authors: Favvata, Maria (Editor)
Format: Electronic Book Chapter
Language:English
Published: Basel MDPI - Multidisciplinary Digital Publishing Institute 2023
Subjects:
FEM
DBM
IDA
MPA
n/a
Online Access:DOAB: download the publication
DOAB: description of the publication
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MARC

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245 1 0 |a Seismic Assessment and Design of Structures 
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520 |a This Special Issue reprint is dedicated to presenting open and challenging issues in earthquake engineering. It consists of 29 peer-reviewed papers that cover a broad range of subjects and applications related to the seismic assessment and design of structures. Based on advanced computational, analytical, numerical, and experimental approaches novel results and discussions are presented. Within this context, the first studies of this issue/reprint are focused on providing an insight into the seismic performance of structures taking into account significant engineering components that still have not been fully addressed. Subsequently, there are studies with new strategies to improve the effectiveness of the dampers on the seismic mitigation performance of structures. Concerning performance-based earthquake engineering, new approaches in the seismic fragility assessment of structures are introduced. Furthermore, new innovative types of reinforced steel for the seismic design and assessment of RC structures are analytically and experimentally evaluated. The seismic performance of retrofitted structures is also addressed, while analytical modeling tools that can effectively capture the seismic behavior of substandard RC structural elements are introduced. Some other papers provide experimental results to evaluate and/or validate the structural performance of elements, such as anchors, connectors, and nuclear components. Finally, this issue/reprint also incorporates modified methodologies and identification techniques to improve seismic analysis methods in the field of structural engineering. 
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 Research & information: general  |2 bicssc 
650 7 |a Chemistry  |2 bicssc 
653 |a non-linear dynamic analysis 
653 |a seismic response 
653 |a vertical component 
653 |a acceptance criteria 
653 |a steel buildings 
653 |a Impulsive Semi-Active Mass Damper 
653 |a frequency ratio 
653 |a mass ratio 
653 |a structural displacement 
653 |a maximum roof displacement 
653 |a plastic hinge region 
653 |a smooth reinforcement 
653 |a M/φ characteristics 
653 |a atypical cross-section 
653 |a post-installed anchor 
653 |a structural performance evaluation 
653 |a dynamic load protocol 
653 |a shear 
653 |a pull-out 
653 |a cracked concrete 
653 |a seismic 
653 |a bridge 
653 |a near-fault vertical earthquake 
653 |a multiple separations 
653 |a seismic excitation period 
653 |a vertical excitation amplitude 
653 |a bending damage 
653 |a axial compression failure 
653 |a seismic isolation 
653 |a laminated rubber bearing 
653 |a lead rubber bearing 
653 |a shaking table test 
653 |a nuclear facility component 
653 |a beyond design basis earthquake 
653 |a LRB design 
653 |a seismic performance 
653 |a seismic isolation frequency 
653 |a dual-phase reinforcing steel 
653 |a earthquake-resistant design 
653 |a Tempcore reinforcing steel 
653 |a reinforced concrete frames 
653 |a seismic analysis 
653 |a pushover analysis 
653 |a setbacks 
653 |a earthquake 
653 |a damage index 
653 |a seismic evaluation performance 
653 |a damage distribution 
653 |a dam pier 
653 |a reinforced concrete (RC) 
653 |a reinforced polymer cement mortar (RPCM) 
653 |a SRS method 
653 |a seismic response analysis 
653 |a FEM 
653 |a reinforcement effect 
653 |a upgrading old RC structures 
653 |a shear retrofit 
653 |a T-beams 
653 |a CFRP strips 
653 |a anchoring devices 
653 |a nonlinear response time history analysis 
653 |a reinforced concrete shear wall structure 
653 |a modal-based ground motion selection 
653 |a frequency contents combination in the time domain 
653 |a dominated mode 
653 |a RC structure 
653 |a structural pounding 
653 |a probabilistic seismic assessment 
653 |a fragility curves 
653 |a global and local EDPs 
653 |a linear and bilinear PSDMs 
653 |a PSDM's assumptions 
653 |a nonlinear dynamic analyses 
653 |a Eurocode 8 
653 |a concrete 
653 |a anchor bolt 
653 |a pull-out strength 
653 |a SPH method 
653 |a masonry infill panels 
653 |a torsional behavior 
653 |a incremental dynamic analysis 
653 |a collapse fragility curve 
653 |a damage measure 
653 |a steel structure 
653 |a buckling-restrained brace 
653 |a cumulative damage 
653 |a multi-hazard 
653 |a wind 
653 |a inelastic seismic analysis 
653 |a nuclear metal component 
653 |a design-basis earthquake 
653 |a beyond-design-basis earthquake 
653 |a plastic strain 
653 |a strain gauge 
653 |a Chaboche kinematic hardening model 
653 |a Voce isotropic hardening model 
653 |a strain gauge rosettes 
653 |a principal strain 
653 |a RC isolated continuous girder bridge 
653 |a the copula function 
653 |a seismic fragility analysis 
653 |a near-fault ground motions 
653 |a passive energy dissipation systems 
653 |a tuned mass damper 
653 |a viscous damper 
653 |a friction damper 
653 |a optimization 
653 |a dynamic response 
653 |a seismic site classification 
653 |a seismic design codes 
653 |a earthquake resistance design 
653 |a design criteria 
653 |a soil response 
653 |a steel structures 
653 |a autoclaved lightweight aerated concrete (ALC) panel 
653 |a seismic behavior 
653 |a finite element analysis 
653 |a parametric study 
653 |a traffic engineering 
653 |a seismic calculation 
653 |a loess area 
653 |a DBM 
653 |a DESANM 
653 |a structural irregularity 
653 |a incidence angle 
653 |a nonlinear time-history analysis 
653 |a maximum displacement 
653 |a maximum interstory drift 
653 |a reinforced concrete 
653 |a substandard buildings 
653 |a brittle failure 
653 |a earthquake loads 
653 |a rapid seismic assessment 
653 |a IDA 
653 |a the cloud method 
653 |a IMPA 
653 |a MPA 
653 |a nonlinear static analysis 
653 |a nonlinear dynamic analysis 
653 |a fragility curve 
653 |a magnetorheological damper 
653 |a story drift ratio 
653 |a shear force 
653 |a bending moment 
653 |a torsional vibration 
653 |a SPEAR 
653 |a RC beam-column joint 
653 |a pushover 
653 |a beam-column joints 
653 |a carbon fiber-reinforced polymer longitudinal bars 
653 |a tests 
653 |a bond 
653 |a cyclic loading 
653 |a response controlled systems 
653 |a dampers' combination 
653 |a dynamic characteristics 
653 |a frequency domain 
653 |a nonparametric method 
653 |a parametric method 
653 |a subspace identification 
653 |a n/a 
856 4 0 |a www.oapen.org  |u https://mdpi.com/books/pdfview/book/6753  |7 0  |z DOAB: download the publication 
856 4 0 |a www.oapen.org  |u https://directory.doabooks.org/handle/20.500.12854/98026  |7 0  |z DOAB: description of the publication