国家高新技术企业
杭州市西湖区优秀创新人才“325”计划入选单位
杭州市高层次人才项目

18668047932    pg2020365

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Journal of Structural Engineering

ISSN: 0733-9445

官网: https://ascelibrary.org/journal/jsendh

出版商: ASCE

Title Scholar cited Year Review Cycle Accept Cycle
Monitoring Structural Performance of a Supertall Building during 14 Tropical Cyclones

DOI:10.1061/(ASCE)ST.1943-541X.0002145

Received:2017-06-06 ; Accepted:2018-03-21 ; Online:2018-07-14

- 2018 8.9 9.6
Development and Experimental Validation of the Direct Strength Method for Cold-Formed Steel Beam-Columns

DOI:10.1061/(ASCE)ST.1943-541X.0002117

Received:2017-01-29 ; Accepted:2018-02-09 ; Online:2018-07-14

- 2018 11.8 12.5
Impact of Sequential Ground Motion Pairing on Mainshock-Aftershock Structural Response and Collapse Performance Assessment

DOI:10.1061/(ASCE)ST.1943-541X.0002170

Received:2017-06-21 ; Accepted:2018-04-10 ; Online:2018-07-14

- 2018 9.1 9.8
Topology Optimization of Tensegrity Structures Considering Buckling Constraints

DOI:10.1061/(ASCE)ST.1943-541X.0002156

Received:2016-12-04 ; Accepted:2018-03-30 ; Online:2018-07-13

- 2018 15.3 16
Improved Form-Finding of Tensegrity Structures Using Blocks of Symmetry-Adapted Force Density Matrix

DOI:10.1061/(ASCE)ST.1943-541X.0002172

Received:2017-03-08 ; Accepted:2018-04-11 ; Online:2018-07-13

- 2018 12.6 13.3
Experimental and Theoretical Studies on the Shear Resistance of Steel–Concrete–Steel Composite Structures with Bidirectional Steel Webs

DOI:10.1061/(ASCE)ST.1943-541X.0002182

Received:2017-12-21 ; Accepted:2018-04-16 ; Online:2018-07-12

- 2018 3.2 3.9
Global Seismic Damage Model of RC Structures Based on Structural Modal Properties

DOI:10.1061/(ASCE)ST.1943-541X.0002160

Received:2017-04-22 ; Accepted:2018-04-04 ; Online:2018-07-11

- 2018 10.9 11.6
Design of Pre-Tensioned Cable-Stayed Buckling-Restrained Braces Considering Interrelationship between Bracing Strength and Stiffness Requirements

DOI:10.1061/(ASCE)ST.1943-541X.0002162

Received:2017-05-16 ; Accepted:2018-04-04 ; Online:2018-07-10

- 2018 10.1 10.8
Cyclic Performance of Steel Plate–Reinforced High Toughness–Concrete Coupling Beams with Different Span-to-Depth Ratios

DOI:10.1061/(ASCE)ST.1943-541X.0002175

Received:2017-08-10 ; Accepted:2018-04-11 ; Online:2018-07-10

- 2018 7.4 8.1
Numerical Investigation of the Punching Resistance of Reinforced Concrete Flat Plates

DOI:10.1061/(ASCE)ST.1943-541X.0002142

Received:2017-08-28 ; Accepted:2018-03-09 ; Online:2018-07-09

- 2018 5.7 6.4