国家高新技术企业
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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
Deployable Active Mass Dampers for Vibration Mitigation in Lightweight Bridges

DOI:10.1061/(ASCE)ST.1943-541X.0001921

Received:2016-10-08 ; Accepted:2017-06-27 ; Online:2017-09-23

- 2017 8 8.7
Modeling and Parametric Study of the Reanchorage of Ruptured Tendons in Bonded Posttensioned Concrete

DOI:10.1061/(ASCE)ST.1943-541X.0001898

Received:2016-08-31 ; Accepted:2017-05-31 ; Online:2017-09-23

- 2017 8.4 9.1
Seismic Resilience Upgrade of RC Frame Building Using Self-Centering Concrete Walls with Distributed Friction Devices

DOI:10.1061/(ASCE)ST.1943-541X.0001901

Received:2016-07-24 ; Accepted:2017-05-31 ; Online:2017-09-23

- 2017 9.7 10.4
Ultrahigh-Performance Concrete for Posttensioned Precast Bridge Piers for Seismic Resilience

DOI:10.1061/(ASCE)ST.1943-541X.0001906

Received:2016-05-06 ; Accepted:2017-06-05 ; Online:2017-09-23

- 2017 12.5 13.2
Long-Term Behavior of LVL Posttensioned Timber Beams

DOI:10.1061/(ASCE)ST.1943-541X.0001907

Received:2016-02-03 ; Accepted:2017-06-06 ; Online:2017-09-22

- 2017 15.6 16.3
Influence of Lap Splices on the Deformation Capacity of RC Walls. I: Database Assembly, Recent Experimental Data, and Findings for Model Development

DOI:10.1061/(ASCE)ST.1943-541X.0001853

Received:2015-10-03 ; Accepted:2017-03-22 ; Online:2017-09-19

- 2017 17.2 17.9
Influence of Lap Splices on the Deformation Capacity of RC Walls. II: Shell Element Simulation and Equivalent Uniaxial Model

DOI:10.1061/(ASCE)ST.1943-541X.0001859

Received:2015-10-03 ; Accepted:2017-03-23 ; Online:2017-09-19

- 2017 17.2 17.9
Dual-Hazard Blast and Seismic Behavior of Concrete-Filled Double-Skin Steel Tubes Bridge Pier

DOI:10.1061/(ASCE)ST.1943-541X.0001883

Received:2016-06-28 ; Accepted:2017-05-09 ; Online:2017-09-18

- 2017 9.8 10.5
I-Shaped Unreinforced Masonry Wallettes with a Soft-Layer Bed Joint: Behavior under Static-Cyclic Shear

DOI:10.1061/(ASCE)ST.1943-541X.0001884

Received:2016-10-03 ; Accepted:2017-05-11 ; Online:2017-09-07

- 2017 6.6 7.3
Experimental Behavior of Nonconforming RC Columns with Deformed Bars under Constant Axial Load and Fixed Biaxial Bending

DOI:10.1061/(ASCE)ST.1943-541X.0001892

Received:2017-01-17 ; Accepted:2017-05-12 ; Online:2017-09-05

- 2017 3.1 3.8