国家高新技术企业
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杭州市高层次人才项目

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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
P - δ Effects on the Plastic Region of RC Bridge Columns: Closed-Form Solution

DOI:10.1061/(ASCE)ST.1943-541X.0001595

Received:2015-03-05 ; Accepted:2016-04-29 ; Online:2016-06-27

- 2016 13.3 14
Finite-Element Modeling of Actively Confined Normal-Strength and High-Strength Concrete under Uniaxial, Biaxial, and Triaxial Compression

DOI:10.1061/(ASCE)ST.1943-541X.0001589

Received:2015-09-11 ; Accepted:2016-04-12 ; Online:2016-06-23

- 2016 6.4 7.1
Spatial Correlation of Material Properties and Structural Strength of Masonry in Horizontal Bending

DOI:10.1061/(ASCE)ST.1943-541X.0001488

Received:2014-11-18 ; Accepted:2015-12-09 ; Online:2016-06-21

- 2016 12.2 12.9
New Methodology for Design and Construction of Concrete Members with Complex Stress Fields Using Steel Fiber–Reinforced Concrete

DOI:10.1061/(ASCE)ST.1943-541X.0001588

Received:2015-05-29 ; Accepted:2016-04-12 ; Online:2016-06-14

- 2016 9.9 10.6
Evaluation of ASCE 43-05 Seismic Design Criteria for Rocking Objects in Nuclear Facilities

DOI:10.1061/(ASCE)ST.1943-541X.0001581

Received:2015-08-24 ; Accepted:2016-03-30 ; Online:2016-06-13

- 2016 6.6 7.3
Seismic Collapse Risk Assessment of Reinforced Masonry Walls with Boundary Elements Using the FEMA P695 Methodology

DOI:10.1061/(ASCE)ST.1943-541X.0001579

Received:2015-08-19 ; Accepted:2016-03-25 ; Online:2016-06-13

- 2016 6.6 7.3
Behavior of Glulam Columns Reinforced by Near-Surface-Mounted CFRP Laminates under Eccentric Compression Loading

DOI:10.1061/(ASCE)ST.1943-541X.0001585

Received:2015-10-04 ; Accepted:2016-04-06 ; Online:2016-06-13

- 2016 5.5 6.2
Fictitious Forces Method and Its Application to the Nonlinear Analysis of Plane RC Skeletal Structures

DOI:10.1061/(ASCE)ST.1943-541X.0001587

Received:2014-07-16 ; Accepted:2016-04-12 ; Online:2016-06-10

- 2016 20.5 21.2
Test-Based Calibration of Safety Factors for Capacity Models

DOI:10.1061/(ASCE)ST.1943-541X.0001571

Received:2015-05-28 ; Accepted:2016-03-21 ; Online:2016-06-08

- 2016 9.2 9.9
Modified Plastic-Hinge Method for Circular RC Bridge Columns

DOI:10.1061/(ASCE)ST.1943-541X.0001570

Received:2015-03-03 ; Accepted:2016-03-18 ; Online:2016-06-08

- 2016 12 12.7