|
Vibration-Based Estimation of Tension Stress in Steel Eyebars
DOI：10.1061/(ASCE)ST.1943-541X.0001613
Received：2015-10-02 ; Accepted：2016-05-23 ; Online：2016-07-11
|
- |
2016 |
7.1 |
7.8 |
|
Seismic Response Case Study of Isolated Floor System Having Special Biaxial Spring Units
DOI：10.1061/(ASCE)ST.1943-541X.0001596
Received：2015-03-06 ; Accepted：2016-05-01 ; Online：2016-07-11
|
- |
2016 |
13.4 |
14.1 |
|
Experimental Investigation of Chevron Concentrically Braced Frames with Yielding Beams
DOI：10.1061/(ASCE)ST.1943-541X.0001597
Received：2015-05-12 ; Accepted：2016-05-01 ; Online：2016-07-11
|
- |
2016 |
11.1 |
11.8 |
|
Seismic Performance and Response of Seismically Isolated Curved Steel I-Girder Bridge
DOI：10.1061/(ASCE)ST.1943-541X.0001594
Received：2015-09-28 ; Accepted：2016-04-27 ; Online：2016-07-07
|
- |
2016 |
6.4 |
7.1 |
|
Influence of Low-Frequency Vertical Vibration on Walking Locomotion
DOI：10.1061/(ASCE)ST.1943-541X.0001599
Received：2015-08-13 ; Accepted：2016-05-01 ; Online：2016-07-06
|
- |
2016 |
8 |
8.7 |
|
In-Plane Behavior of Timber-Steel Hybrid Floor Diaphragms: Experimental Testing and Numerical Simulation
DOI：10.1061/(ASCE)ST.1943-541X.0001601
Received：2015-10-06 ; Accepted：2016-05-02 ; Online：2016-07-01
|
- |
2016 |
6.3 |
7 |
|
Physically Based Cyclic Tensile Model for RC Membrane Elements
DOI：10.1061/(ASCE)ST.1943-541X.0001590
Received：2015-09-17 ; Accepted：2016-04-12 ; Online：2016-07-01
|
- |
2016 |
6.2 |
6.9 |
|
Strength of Concrete Struts in Three-Dimensional Strut-Tie Models
DOI：10.1061/(ASCE)ST.1943-541X.0001584
Received：2015-06-13 ; Accepted：2016-04-05 ; Online：2016-06-29
|
- |
2016 |
9.2 |
9.9 |
|
Development of Bridge Column Longitudinal Reinforcement in Oversized Pile Shafts
DOI：10.1061/(ASCE)ST.1943-541X.0001591
Received：2015-10-07 ; Accepted：2016-04-15 ; Online：2016-06-27
|
- |
2016 |
5.7 |
6.4 |
|
Analysis and Design of Two-Tiered Steel Braced Frames under In-Plane Seismic Demand
DOI：10.1061/(ASCE)ST.1943-541X.0001568
Received：2014-11-02 ; Accepted：2016-03-18 ; Online：2016-06-27
|
- |
2016 |
16 |
16.7 |
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