Rongqiao Xu

ORCID: 0000-0002-0005-9737
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Research Areas
  • Composite Structure Analysis and Optimization
  • Structural Load-Bearing Analysis
  • Structural Analysis and Optimization
  • Vibration and Dynamic Analysis
  • Structural Behavior of Reinforced Concrete
  • Geotechnical Engineering and Underground Structures
  • Railway Engineering and Dynamics
  • Numerical methods in engineering
  • Structural Engineering and Vibration Analysis
  • Geotechnical Engineering and Analysis
  • Aeroelasticity and Vibration Control
  • Concrete Corrosion and Durability
  • Structural Health Monitoring Techniques
  • Mechanical stress and fatigue analysis
  • Acoustic Wave Phenomena Research
  • Structural Analysis of Composite Materials
  • Structural Response to Dynamic Loads
  • Geotechnical Engineering and Soil Stabilization
  • Innovative Energy Harvesting Technologies
  • Advanced Sensor and Energy Harvesting Materials
  • Corrosion Behavior and Inhibition
  • Nonlocal and gradient elasticity in micro/nano structures
  • Elasticity and Wave Propagation
  • Civil and Geotechnical Engineering Research
  • Seismic Performance and Analysis

Zhejiang University
2016-2025

Zhejiang Provincial Institute of Communications Planning,Design & Research
2023-2025

National University of Singapore
1997-2022

Tsinghua University
2003

10.1016/j.ijsolstr.2007.07.018 article EN publisher-specific-oa International Journal of Solids and Structures 2007-09-07

10.1016/j.ijsolstr.2006.04.027 article EN publisher-specific-oa International Journal of Solids and Structures 2006-05-03

10.1016/j.ijmecsci.2012.04.012 article EN International Journal of Mechanical Sciences 2012-05-08

10.1016/j.compscitech.2011.04.013 article EN Composites Science and Technology 2011-04-25

10.1016/j.euromechsol.2011.06.009 article EN European Journal of Mechanics - A/Solids 2011-06-28

Summary This paper presents a new analytical solution to the circular segmental tunnel lining subjected overburden and surrounding earth pressures. The governing equations are derived by adopting curved Euler beam theory principle of minimum potential energy. Based on state space method, displacements relevant energy‐conjugated internal forces treated as fundamental unknown vector can be obtained solving function. inter‐segment joints modeled set linear springs, including shear, compression,...

10.1002/nag.3012 article EN International Journal for Numerical and Analytical Methods in Geomechanics 2020-01-08

The Global Navigation Satellite System (GNSS), renowned for its high precision and automation, has shone brightly in the deformation monitoring of offshore facilities sea-crossing bridges. However, antennas placed these locations are often subject to signal interference from various reflective surfaces, such as rivers oceans, which significantly compromises observation accuracy reliability. Synthesizing previous research, we first propose a method multipath dataset construction, involves...

10.3390/rs17040601 article EN cc-by Remote Sensing 2025-02-10

This article discusses strong nuggets (SNs) which means interaction condensed matter clusters with a mass of about $10^6\,$g. They may originate from the early universe, supernova, pulsar merger event, and so on. Depending on equation state, SNs could be stable even one candidates for dark matter. In order to detect hitting Earth or Moon at non-relativistic velocity, new messenger, acoustic array, is analysed. The results calculations show that impact signal an SN can detected distance 30...

10.48550/arxiv.2503.20597 preprint EN arXiv (Cornell University) 2025-03-26

The different joint arrangements resulting from segmental assemblies between adjacent rings may inevitably give rise to the interaction for staggered jointed lining, which is crucial structural analysis of segmental-tunnel lining. However, most existing analytical solutions only consider straight lining and are not applicable By using state-space method, a unified solution obtained circular irrespective layout rings, effect explicitly addressed. segments were treated as curved Euler beams,...

10.1061/(asce)em.1943-7889.0001799 article EN Journal of Engineering Mechanics 2020-05-08

10.1016/j.compscitech.2006.12.013 article EN Composites Science and Technology 2007-01-16

For partial-interaction composite beams, two beam theories (i.e., the Euler-Bernoulli and Timoshenko theories) are usually used to investigate their deflections, slips, stress resultants. However, relationships between solutions of beams based on have not been discussed while corresponding for homogeneous investigated in detail several years. By analyzing constitutive equations equilibrium, authors derived single-span beams. The integral constants also presented various boundary conditions....

10.1061/(asce)em.1943-7889.0000614 article EN Journal of Engineering Mechanics 2013-02-25
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