Paper Review Records
All Paper Review Records
20 valid samples · Newest publication first
Review days = acceptance date − received date. PDF, DOI, and publisher-page sources are retained.
An SSI‐Informed Design for Tuned Mass Dampers With Small‐to‐Large Mass Ratios
AuthorsDavide Noè Gorini; Pasquale Roberto Marrazzo; Elide Nastri; Rosario Montuori
Affiliations1. Department of Civil Environmental and Mechanical Engineering University of Trento Trento Italy; 2. University of Salerno Fisciano SA Italy
Seismic Meta‐Fragility Functions
AuthorsIunio Iervolino; Georgios Baltzopoulos
Affiliations1. Università degli Studi di Napoli Federico II Naples Italy; 2. Università degli Studi di Pavia Pavia Italy; 3. EUCENTRE Pavia Italy; 4. Istituto Nazionale di Geofisica e Vulcanologia Milan Italy
Performance Comparison of Flexural‐ and Shear‐Yielding Seismic Stud Columns
AuthorsGuan‐Ru Peng; Jia‐Jyun Hsu; Bo‐Teng Wu; An‐Chien Wu; Keh‐Chyuan Tsai
Affiliations1. Department of Civil Engineering National Taiwan University Taipei Taiwan; 2. National Center for Research on Earthquake Engineering Taipei Taiwan
Probabilistic Seismic Resilience Assessment of Scoured Pile‐Group‐Supported Highway Bridges Considering Recovery Process and Damage Correlation of Multiple Vulnerable Components
AuthorsLianxu Zhou; Xuhui He; M. Shahria Alam; Aijun Ye
Affiliations1. Department of Civil and Environmental Engineering University of California Davis California USA; 2. State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai China; 3. School of Civil Engineering Central South University Changsha China; 4. School of Engineering The University of British Columbia Kelowna Canada
Vine‐Copula Framework for Multi‐Dimensional Seismic Fragility and Resilience Assessment of Concrete‐Faced Rockfill Dam Subjected to Mainshock‐Aftershock Sequences
AuthorsMuhammad Irslan Khalid; Omer Javaid; Jianbo Fei; Muhammad Shahroz Khalid; Sarfaraz Ahmed; Xiangsheng Chen
Affiliations1. State Key Laboratory of Intelligent Geotechnics and Tunnelling Shenzhen University Shenzhen China; 2. Key Laboratory of Geological Risk Prevention and Safety Control For Megacities Shenzhen University Shenzhen China; 3. College of Civil and Transportation Engineering Shenzhen University Shenzhen China
An Efficient Quasi‐Static Condensation‐Based Framework for Seismic Analysis of Multi‐Supported Secondary Structures
AuthorsDuozhi Wang; Fengze Li; Xudong Zhi; Nawawi Chouw; Rong Zhang; Feng Fan
Affiliations1. Key Laboratory of Earthquake Engineering and Engineering Vibration Institute of Engineering Mechanics, China Earthquake Administration Harbin PR China; 2. Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management Harbin PR China; 3. Key Lab of Structures Dynamic Behaviour and Control of the Ministry of Education Harbin Institute of Technology Harbin PR China; 4. Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology Harbin PR China; 5. Department of Civil and Environmental Engineering The University of Auckland Auckland New Zealand
Comparison of Seismic Performance Assessment Using Observed or Simulated Ground Motions in Seismic Hazard Analysis and Ground Motion Selection
AuthorsVahid Loghman; Brendon A. Bradley; Claudio Schill
Affiliations1. Department of Civil and Environmental Engineering University of Canterbury Canterbury New Zealand
The Impact of High Voltage Power Transformer Base Design on Bushing Seismic Amplification
AuthorsJon Bender; Chandrakanth Bolisetti; Bjorn C. Vaagensmith; Aisha McKee
Affiliations1. WEGAI Research Boise Idaho USA; 2. Risk Phenomena Modeling Idaho National Laboratory Idaho Falls Idaho USA; 3. Infrastructure Security Idaho National Laboratory Idaho Falls Idaho USA
Dynamics of Multi‐Block Rocking Assemblies
AuthorsYinzhen Chen; Mingming Jia; Gabriele Milani; Dagang Lu
Affiliations1. School of Civil Engineering Harbin Institute of Technology Harbin China; 2. Department of Architecture, Built Environment and Construction Engineering Politecnico di Milano Milano Italy; 3. Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology Harbin China; 4. Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology Harbin Institute of Technology Harbin China
Seismic Performance of Low‐Damage Prefabricated Segmental Post‐Tensioned Bridge Columns With Hybrid Connections
AuthorsTariq Al‐Qadi; Ergang Xiong; Ertugrul Taciroglu
Affiliations1. School of Civil Engineering Chang'an University Xi an China; 2. Department of Civil and Environmental Engineering University of California Los Angeles California USA
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