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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
Theoretical Analysis and Testing of Steel Frame with Cold-Formed Steel Shear Walls with Steel Sheathing

DOI:10.1061/(ASCE)ST.1943-541X.0002057

Received:2016-11-30 ; Accepted:2017-12-13 ; Online:2018-04-28

- 2018 11.9 12.6
Equivalent Static Wind Loads on Single-Layer Cylindrical Steel Shells

DOI:10.1061/(ASCE)ST.1943-541X.0002063

Received:2017-04-07 ; Accepted:2017-12-19 ; Online:2018-04-28

- 2018 7.8 8.5
Evolutionary Spectra-Based Time-Varying Coherence Function and Application in Structural Response Analysis to Downburst Winds

DOI:10.1061/(ASCE)ST.1943-541X.0002066

Received:2017-01-12 ; Accepted:2017-12-28 ; Online:2018-04-28

- 2018 11 11.7
Flexural Behavior of Concrete-Filled Double-Skin Tubes Subject to Blast Loading

DOI:10.1061/(ASCE)ST.1943-541X.0002064

Received:2017-05-20 ; Accepted:2017-12-20 ; Online:2018-04-27

- 2018 6.4 7.1
Seismic Behavior of Steel Plate Reinforced Concrete Composite Shear Walls under Tension-Bending-Shear Combined Cyclic Load

DOI:10.1061/(ASCE)ST.1943-541X.0002073

Received:2016-10-14 ; Accepted:2018-01-05 ; Online:2018-04-26

- 2018 14.2 14.9
Mode Cross-Over and Ductility of Dowelled LVL and CLT Connections under Monotonic and Cyclic Loading

DOI:10.1061/(ASCE)ST.1943-541X.0002074

Received:2016-11-23 ; Accepted:2018-01-05 ; Online:2018-04-26

- 2018 12.9 13.6
Hysteretic Analysis Model for Pre-pressed Spring Self-Centering Energy Dissipation Braces

DOI:10.1061/(ASCE)ST.1943-541X.0002060

Received:2017-02-25 ; Accepted:2017-12-13 ; Online:2018-04-25

- 2018 9 9.7
Minimal Building Fragility Portfolio for Damage Assessment of Communities Subjected to Tornadoes

DOI:10.1061/(ASCE)ST.1943-541X.0002047

Received:2017-06-28 ; Accepted:2017-11-21 ; Online:2018-04-24

- 2018 4.2 4.9
Behavior of High-Strength Concrete Columns Reinforced with Galvanized Steel Equal-Angle Sections under Different Loading Conditions

DOI:10.1061/(ASCE)ST.1943-541X.0002071

Received:2017-02-13 ; Accepted:2018-01-03 ; Online:2018-04-23

- 2018 10.1 10.8
Simplified Collapse-Prevention Evaluation for the Reserve System of Low-Ductility Steel Concentrically Braced Frames

DOI:10.1061/(ASCE)ST.1943-541X.0002062

Received:2017-06-28 ; Accepted:2017-12-13 ; Online:2018-04-23

- 2018 4.9 5.6