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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
Seismic Behavior of Self-Centering Modular Panel with Slit Steel Plate Shear Walls: Experimental Testing

DOI:10.1061/(ASCE)ST.1943-541X.0001932

Received:2017-03-09 ; Accepted:2017-07-06 ; Online:2017-11-10

- 2018 3.3 4
Experimental Testing of Rocking Cross-Laminated Timber Walls with Resilient Slip Friction Joints

DOI:10.1061/(ASCE)ST.1943-541X.0001931

Received:2017-02-16 ; Accepted:2017-07-06 ; Online:2017-11-10

- 2018 4 4.7
Finite-Element Modeling of Hybrid Concrete-Masonry Frames Subjected to In-Plane Loads

DOI:10.1061/(ASCE)ST.1943-541X.0001913

Received:2016-06-25 ; Accepted:2017-06-12 ; Online:2017-11-08

- 2018 11 11.7
Dynamic Properties of Wind-Excited Linked Tall Buildings Considering both Intrabuilding and Interbuilding Structural Couplings

DOI:10.1061/(ASCE)ST.1943-541X.0001928

Received:2016-09-26 ; Accepted:2017-06-30 ; Online:2017-10-31

- 2018 8.5 9.2
Shear Strength of Beams Made Using Hybrid Fiber–Engineered Cementitious Composites

DOI:10.1061/(ASCE)ST.1943-541X.0001924

Received:2016-11-28 ; Accepted:2017-06-30 ; Online:2017-10-31

- 2018 6.4 7.1
Experimental Evaluation of Single-Bolted Lap Joints at Elevated Temperatures

DOI:10.1061/(ASCE)ST.1943-541X.0001911

Received:2017-01-17 ; Accepted:2017-06-09 ; Online:2017-10-31

- 2018 4.1 4.8
Reinforced Masonry Building Seismic Response Models for ASCE/SEI-41

DOI:10.1061/(ASCE)ST.1943-541X.0001914

Received:2016-11-05 ; Accepted:2017-06-14 ; Online:2017-10-25

- 2018 6.7 7.4
Stability of Steel Columns Subjected to Earthquake and Fire Loads

DOI:10.1061/(ASCE)ST.1943-541X.0001909

Received:2017-02-07 ; Accepted:2017-06-07 ; Online:2017-10-23

- 2018 3.3 4
Withdrawal Strength of Pneumatically Driven Steel Pin Connections in Cold-Formed Steel Light-Frame Construction

DOI:10.1061/(ASCE)ST.1943-541X.0001916

Received:2016-09-22 ; Accepted:2017-06-15 ; Online:2017-10-23

- 2018 8.2 8.9
Modeling Techniques for Strain-Range-Dependent Hardening Behavior of Low-Yield-Point Steel Shear Panel Dampers

DOI:10.1061/(ASCE)ST.1943-541X.0001896

Received:2016-06-21 ; Accepted:2017-05-30 ; Online:2017-10-16

- 2017 10.7 11.4