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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
Parametric Finite-Element Modeling for Exposed Steel Moment Frame Column Baseplate Connections Subjected to Lateral Loads

DOI:10.1061/(ASCE)ST.1943-541X.0001990

Received:2016-09-12 ; Accepted:2017-09-19 ; Online:2018-03-27

- 2018 11.7 12.4
Measuring Total Transverse Reference-Free Displacements for Condition Assessment of Timber Railroad Bridges: Experimental Validation

DOI:10.1061/(ASCE)ST.1943-541X.0002041

Received:2017-06-30 ; Accepted:2017-11-16 ; Online:2018-03-27

- 2018 3.9 4.6
Experimental Investigation of Buckling Restrained Braces for Bridge Bidirectional Ductile End Diaphragms

DOI:10.1061/(ASCE)ST.1943-541X.0002042

Received:2017-07-10 ; Accepted:2017-11-16 ; Online:2018-03-27

- 2018 3.6 4.3
Predicting the Onset of Instability in Steel Columns Subjected to Earthquakes Followed by Nonuniform Longitudinal Temperature Profiles

DOI:10.1061/(ASCE)ST.1943-541X.0002040

Received:2017-06-16 ; Accepted:2017-11-16 ; Online:2018-03-27

- 2018 4.4 5.1
Seismic Performance of Buildings with Viscous Damping Systems Designed by the Procedures of ASCE/SEI 7-16

DOI:10.1061/(ASCE)ST.1943-541X.0002048

Received:2017-05-22 ; Accepted:2017-11-27 ; Online:2018-03-27

- 2018 5.6 6.3
Softened Damage-Plasticity Model for Analysis of Cracked Reinforced Concrete Structures

DOI:10.1061/(ASCE)ST.1943-541X.0002015

Received:2016-06-29 ; Accepted:2017-10-23 ; Online:2018-03-20

- 2018 15.3 16
Hysteretic Bond Stress-Slip Response of Deformed Bars in Concrete under Uniaxial Lateral Pressure

DOI:10.1061/(ASCE)ST.1943-541X.0002031

Received:2016-04-11 ; Accepted:2017-11-01 ; Online:2018-03-20

- 2018 18.3 19
Seismic Resilience of Water Distribution and Cellular Communication Systems after the 2015 Gorkha Earthquake

DOI:10.1061/(ASCE)ST.1943-541X.0002007

Received:2017-02-28 ; Accepted:2017-10-17 ; Online:2018-03-20

- 2018 7 7.7
Experimental Evaluation of Replaceable Energy Dissipation Connection for Moment-Resisting Composite Steel Frames

DOI:10.1061/(ASCE)ST.1943-541X.0002028

Received:2017-04-11 ; Accepted:2017-11-01 ; Online:2018-03-20

- 2018 6.1 6.8
Refined Softened Truss Model with Efficient Solution Procedure for Prestressed Concrete Membranes

DOI:10.1061/(ASCE)ST.1943-541X.0002044

Received:2017-08-04 ; Accepted:2017-11-20 ; Online:2018-03-20

- 2018 2.9 3.6