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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
Direct Strength Method of Design for Channel Sections in Shear with Square and Circular Web Holes

DOI:10.1061/(ASCE)ST.1943-541X.0001765

Received:2016-07-07 ; Accepted:2016-11-30 ; Online:2017-02-02

- 2017 4.2 4.9
Identification of Cracks in Box-Section Beams with a Cracked-Beam Element Model

DOI:10.1061/(ASCE)ST.1943-541X.0001754

Received:2016-06-15 ; Accepted:2016-11-18 ; Online:2017-02-02

- 2017 4.5 5.2
Numerical Modeling of Thin-Walled Steel Roof Battens Subject to Pull-Through Failures

DOI:10.1061/(ASCE)ST.1943-541X.0001740

Received:2015-09-01 ; Accepted:2016-10-28 ; Online:2017-02-01

- 2017 13.4 14.1
Robustness of Beam-to-Column End-Plate Moment Connections with Stainless Steel Bolts Subjected to High Rates of Loading

DOI:10.1061/(ASCE)ST.1943-541X.0001707

Received:2015-12-10 ; Accepted:2016-09-27 ; Online:2017-02-01

- 2017 9 9.7
Initial Residual Stresses in Hot-Rolled Wide-Flange Shapes: A Computational Technique and Influence on Structural Performances

DOI:10.1061/(ASCE)ST.1943-541X.0001739

Received:2016-03-14 ; Accepted:2016-10-28 ; Online:2017-01-31

- 2017 6.9 7.6
Collapse Resistance of a Seven-Story Structure with Multiple Shear-Axial Column Failures Using Hybrid Simulation

DOI:10.1061/(ASCE)ST.1943-541X.0001746

Received:2016-07-26 ; Accepted:2016-11-03 ; Online:2017-01-31

- 2017 2.6 3.3
Experimental Behavior and Design of Steel Plate Composite-to-Reinforced Concrete Lap Splice Connections

DOI:10.1061/(ASCE)ST.1943-541X.0001711

Received:2016-03-25 ; Accepted:2016-09-30 ; Online:2017-01-30

- 2017 5.6 6.3
Seismic Performance of Embedded Column Base Connections Subjected to Axial and Lateral Loads

DOI:10.1061/(ASCE)ST.1943-541X.0001741

Received:2015-05-13 ; Accepted:2016-11-02 ; Online:2017-01-30

- 2017 17.3 18
Shear Performance of Fire-Damaged Reinforced Concrete Beams Repaired by a Bolted Side-Plating Technique

DOI:10.1061/(ASCE)ST.1943-541X.0001726

Received:2016-02-09 ; Accepted:2016-10-17 ; Online:2017-01-27

- 2017 7.7 8.4
Direct Analysis of an Ultrahigh-Voltage Lattice Transmission Tower Considering Joint Effects

DOI:10.1061/(ASCE)ST.1943-541X.0001736

Received:2016-05-10 ; Accepted:2016-10-27 ; Online:2017-01-27

- 2017 5 5.7