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Wei Li

Tsinghua University

Beijing, 100084

China

SCHOLARLY PAPERS

5

DOWNLOADS

107

TOTAL CITATIONS

1

Scholarly Papers (5)

1.

Seismic Performance of Grouted Cfdst Column Base: Investigation and Design Method

Number of pages: 34 Posted: 22 Aug 2024
Tsinghua University, Tsinghua University, Tsinghua University and Tsinghua University
Downloads 40 (1,209,354)

Abstract:

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Concrete-filled double skin steel tube (CFDST), Grouted column base, seismic performance, failure mode, Design method

2.

Behaviour of High-Strength Spirally Reinforced Square Concrete-Filled Steel Tubes Under Eccentric Compression

Number of pages: 28 Posted: 07 Nov 2024
Wei-Jie Li and Wei Li
Tsinghua University and Tsinghua University
Downloads 24 (1,411,822)
Citation 1

Abstract:

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spiral reinforcement, square concrete-filled steel tubular columns, high-strength materials, eccentric compression

3.

Critical temperature of axially compressed square concrete-filled steel tubular columns exposed to standard fire

Number of pages: 32 Posted: 03 Sep 2025
Cong-Ying Chen and Wei Li
Tsinghua University and Tsinghua University
Downloads 19 (1,459,862)

Abstract:

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Square CFST column, Fire resistance, Critical temperature, Fire test database, Finite element Model

4.

Seismic Performance of Recycled Aggregate Concrete-Filled Double Skin Steel Tubular Members

Number of pages: 32 Posted: 02 Jul 2025
Tsinghua University, Tsinghua University, Tsinghua University and Tsinghua University
Downloads 12 (1,526,714)

Abstract:

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Concrete-filled double skin steel tube (CFDST), recycled aggregate concrete (RAC), high-strength steel, cyclic loading, Seismic performance

5.

Performance of Circular Concrete-Filled Steel Tubular Chord Under Bidirectional Lateral Local Compression

Number of pages: 41 Posted: 25 Sep 2024
Wei Li, Long-Hai Lai and Li-Feng Xu
Tsinghua University, Tsinghua University and Tsinghua University
Downloads 12 (1,526,714)

Abstract:

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Concrete-filled steel tubes, chord, bidirectional lateral local compression, finite element analysis, resistance