Boqing Gao

ORCID: 0000-0003-0947-1442
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About
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Research Areas
  • Structural Analysis and Optimization
  • Topology Optimization in Engineering
  • Structural Engineering and Vibration Analysis
  • Computational Geometry and Mesh Generation
  • Structural Load-Bearing Analysis
  • Advanced Numerical Analysis Techniques
  • 3D Shape Modeling and Analysis
  • Innovations in Concrete and Construction Materials
  • Computer Graphics and Visualization Techniques
  • Architecture and Computational Design
  • Structural Analysis of Composite Materials
  • 3D Surveying and Cultural Heritage
  • Vibration and Dynamic Analysis
  • Probabilistic and Robust Engineering Design
  • Structural Health Monitoring Techniques
  • Additive Manufacturing and 3D Printing Technologies
  • Advanced Multi-Objective Optimization Algorithms
  • Seismic and Structural Analysis of Tall Buildings
  • BIM and Construction Integration
  • Structural Response to Dynamic Loads
  • Laser and Thermal Forming Techniques
  • Composite Structure Analysis and Optimization
  • Soil, Finite Element Methods
  • Advanced Welding Techniques Analysis
  • Advanced Materials and Mechanics

Zhejiang University
2011-2025

Zhejiang Province Institute of Architectural Design and Research
2011

Precise determination of structural elastic–plastic displacement and component states under rare earthquakes is crucial for design. This article proposes a quasi-elastic–plastic optimization method reinforced concrete structures. First, an approximate formula calculating the yield bending moment shear walls provided through analysis 64 walls. Second, proposed. Using elastic response spectrum analysis, strain energy each calculated, stiffness reduction factors walls, beams, columns are...

10.3390/buildings15060982 article EN cc-by Buildings 2025-03-20

In multi-tower buildings, the towers interact with each other because bodies of tower are connected by a podium, thus making optimization design this type building challenging. Optimizing such structures will enable safer designs and use less material. To optimize layout shear walls in systems, an extended evolutionary structural method based on conceptual is proposed herein. The process considers complete range professionally codified construction constraints designs, practical. Finally,...

10.1080/0305215x.2022.2161535 article EN Engineering Optimization 2023-01-16

The integrated process of design and fabrication is invariably particular interest important to improve the quality reduce production cycle for structural joints, which are key components connecting members transferring loads in systems. In this work, using generative method, a pioneering idea was successfully realized attain reasonable configuration cross then consecutively manufactured 3D printing technology. Firstly, initial model generation conditions joint were constructed by machine...

10.3390/ma15144753 article EN Materials 2022-07-07

Purpose Modern CAD systems facilitate the creation of any surface geometry imaginable, and complex surfaces for free-form grid shells are often represented by a set Non-Uniform Rational B-Splines patches. But it remains an intractable issue how to generate high-quality grids on efficiently. To solve this issue, automatic triangular mesh generation method is presented, based bubble dynamics simulation modified Delaunay method. Design/methodology/approach A moderate amount points first...

10.1108/ec-09-2017-0352 article EN Engineering Computations 2019-01-21

Free-form grid structures have been widely used in various public buildings, and many are bounded by complex curves including internal voids. Modern computational design software enables the rapid creation exploration of such surface geometries for architectural design, but resulting shapes lack an obvious way engineers to create a discrete structural support that manifests architect's intent. This paper presents efficient approach synthesis free-form based on guideline surface-flattening...

10.1061/(asce)cp.1943-5487.0000828 article EN Journal of Computing in Civil Engineering 2019-01-29

Load-carrying capacity of combined members consisted inner and sleeved tubes subjected to axial compression was investigated in this paper. Considering the initial bending tube perfect elasto-plasticity material model, structural behavior member analyzed by theoretic deduction, which could be divided into three states: elastic contacts outer tube, only becomes plastic both become plastic. Curves between compressive loads lateral displacements middle sections were obtained. Then four through...

10.12989/sem.2013.45.1.129 article EN STRUCTURAL ENGINEERING AND MECHANICS 2013-01-10

Purpose In this article, a practical design methodology is proposed for discrete sizing optimization of high-rise concrete buildings with focus on large-scale and real-life structures. Design/methodology/approach This framework relies computationally efficient approximation the constraint objective functions using radial basis function model linear tail, also called combined response surface (RSM) in article. Considering both code-stipulated constraints other construction requirements, three...

10.1108/ec-08-2021-0473 article EN Engineering Computations 2022-04-06

10.1631/jzus.2004.1045 article EN Journal of Zhejiang University. Science A 2004-08-01
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