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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-Resistant Precast Concrete Structures: State of the Art

DOI:10.1061/(ASCE)ST.1943-541X.0001972

Received:2017-01-21 ; Accepted:2017-08-22 ; Online:2018-01-17

- 2018 6.4 7.1
Experimental Evaluation of Influence of Member Thickness, Anchor-Head Size, and Orthogonal Surface Reinforcement on the Tensile Capacity of Headed Anchors in Uncracked Concrete

DOI:10.1061/(ASCE)ST.1943-541X.0001976

Received:2017-03-24 ; Accepted:2017-08-24 ; Online:2018-01-17

- 2018 4.4 5.1
System Reliabilities of Planar Gravity Steel Frames Designed by the Inelastic Method in AISC 360-10

DOI:10.1061/(ASCE)ST.1943-541X.0001991

Received:2016-09-12 ; Accepted:2017-09-19 ; Online:2018-01-12

- 2018 11.7 12.4
Geometric Imperfection Measurements and Validations on Cold-Formed Steel Channels Using 3D Noncontact Laser Scanner

DOI:10.1061/(ASCE)ST.1943-541X.0001993

Received:2017-04-12 ; Accepted:2017-09-22 ; Online:2018-01-11

- 2018 4.7 5.4
Out-of-Plane Behavior of Slender Reinforced Masonry Shear Walls under In-Plane Loading: Experimental Investigation

DOI:10.1061/(ASCE)ST.1943-541X.0001968

Received:2015-12-07 ; Accepted:2017-08-16 ; Online:2018-01-10

- 2018 19.9 20.6
Experimental and Numerical Evaluation of Older Chevron Concentrically Braced Frames with Hollow and Concrete-Filled Braces

DOI:10.1061/(ASCE)ST.1943-541X.0001988

Received:2017-02-14 ; Accepted:2017-09-14 ; Online:2018-01-10

- 2018 6.4 7.1
Pretest Nonlinear Finite-Element Modeling and Response Simulation of a Full-Scale 5-Story Reinforced Concrete Building Tested on the NEES-UCSD Shake Table

DOI:10.1061/(ASCE)ST.1943-541X.0001963

Received:2016-05-06 ; Accepted:2017-08-10 ; Online:2018-01-10

- 2018 14.7 15.4
Laboratory Testing of Strengthened Cavity Unreinforced Masonry Walls

DOI:10.1061/(ASCE)ST.1943-541X.0001987

Received:2017-03-09 ; Accepted:2017-09-14 ; Online:2018-01-06

- 2018 5.6 6.3
Continuum Analysis Approach for Rocking Core-Moment Frames

DOI:10.1061/(ASCE)ST.1943-541X.0001986

Received:2016-12-22 ; Accepted:2017-09-14 ; Online:2018-01-06

- 2018 8.2 8.9
Ductile Fracture Simulation of Constructional Steels Based on Yield-to-Fracture Stress–Strain Relationship and Micromechanism-Based Fracture Criterion

DOI:10.1061/(ASCE)ST.1943-541X.0001970

Received:2016-09-21 ; Accepted:2017-08-16 ; Online:2018-01-04

- 2018 10.3 11