国家高新技术企业
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杭州市高层次人才项目

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
Seismic-Response Analysis of RC C-Shaped Core Walls Subjected to Combined Flexure, Shear, and Torsion

DOI:10.1061/(ASCE)ST.1943-541X.0002181

Received:2017-07-25 ; Accepted:2018-04-16 ; Online:2018-07-09

- 2018 8.1 8.8
Strut-Relieved Single Steel Haunch Bracing System for Mitigating Seismic Damage of Gravity Load Designed Structures

DOI:10.1061/(ASCE)ST.1943-541X.0002167

Received:2017-06-17 ; Accepted:2018-04-06 ; Online:2018-07-09

- 2018 9.1 9.8
Distortional and Lateral Buckling of Z-Purlins with Sloping Lips in Flexure

DOI:10.1061/(ASCE)ST.1943-541X.0002177

Received:2017-08-03 ; Accepted:2018-04-13 ; Online:2018-07-09

- 2018 7.7 8.4
Bending Stiffness of Parallel Wire Cables Including Interfacial Slips among Wires

DOI:10.1061/(ASCE)ST.1943-541X.0002171

Received:2017-11-09 ; Accepted:2018-04-11 ; Online:2018-07-09

- 2018 4.4 5.1
Numerical Modeling Strategies for In-Plane Behavior of Straight Sheathed Timber Diaphragms

DOI:10.1061/(ASCE)ST.1943-541X.0002148

Received:2017-07-21 ; Accepted:2018-03-26 ; Online:2018-07-06

- 2018 7.6 8.3
Improved Seismic Design and Nonlinear Modeling Recommendations for Wide-Flange Steel Columns

DOI:10.1061/(ASCE)ST.1943-541X.0002166

Received:2017-10-03 ; Accepted:2018-04-04 ; Online:2018-07-05

- 2018 5.4 6.1
Effects of Confinement in Circular Hollow Concrete Columns

DOI:10.1061/(ASCE)ST.1943-541X.0002151

Received:2017-08-30 ; Accepted:2018-03-28 ; Online:2018-07-04

- 2018 6.3 7
Lifetime Statistical Analysis of Welded Aluminum Light Pole Structures under Cyclic Loading

DOI:10.1061/(ASCE)ST.1943-541X.0002159

Received:2017-10-09 ; Accepted:2018-04-04 ; Online:2018-07-04

- 2018 5.2 5.9
Determining the Dynamic Increase Factor for Glued-Laminated Timber Beams

DOI:10.1061/(ASCE)ST.1943-541X.0002146

Received:2017-09-10 ; Accepted:2018-03-23 ; Online:2018-07-04

- 2018 5.8 6.5
Pseudodynamic Testing and Inelastic Displacement Ratios of Self-Centering Precast Concrete Segmental Bridge Columns

DOI:10.1061/(ASCE)ST.1943-541X.0002161

Received:2017-04-25 ; Accepted:2018-04-04 ; Online:2018-07-04

- 2018 10.8 11.5