|
Sidewall Buckling of Equal-Width RHS Truss X-Joints
DOI：10.1061/(ASCE)ST.1943-541X.0001677
Received：2016-02-02 ; Accepted：2016-08-04 ; Online：2016-09-23
|
- |
2017 |
5.4 |
6.1 |
|
Shear Resistance of a Biaxial Hollow Composite Floor System with GFRP Plates
DOI：10.1061/(ASCE)ST.1943-541X.0001657
Received：2015-11-18 ; Accepted：2016-07-25 ; Online：2016-09-23
|
- |
2017 |
7.6 |
8.3 |
|
Component-Based Model for Single-Plate Shear Connections with Pretension and Pinched Hysteresis
DOI：10.1061/(ASCE)ST.1943-541X.0001662
Received：2015-10-13 ; Accepted：2016-07-28 ; Online：2016-09-23
|
- |
2017 |
8.9 |
9.6 |
|
Experimental Evaluation of the Fire Performance of Simple Connections
DOI：10.1061/(ASCE)ST.1943-541X.0001664
Received：2015-12-24 ; Accepted：2016-07-28 ; Online：2016-09-23
|
- |
2017 |
6.5 |
7.2 |
|
Experimental Cyclic Testing of URM Pier-Spandrel Substructures
DOI：10.1061/(ASCE)ST.1943-541X.0001650
Received：2015-11-25 ; Accepted：2016-07-15 ; Online：2016-09-22
|
- |
2017 |
7.1 |
7.8 |
|
Self-Centering Beam-to-Column Connections with Combined Superelastic SMA Bolts and Steel Angles
DOI：10.1061/(ASCE)ST.1943-541X.0001675
Received：2016-04-26 ; Accepted：2016-08-04 ; Online：2016-09-19
|
- |
2017 |
2.6 |
3.3 |
|
Seismic Analysis of Precast Concrete Bridge Columns Connected with Grouted Splice Sleeve Connectors
DOI：10.1061/(ASCE)ST.1943-541X.0001678
Received：2015-12-03 ; Accepted：2016-08-08 ; Online：2016-09-19
|
- |
2017 |
7.6 |
8.3 |
|
Steady-State Analysis of Cable with Nonlinear Damper via Harmonic Balance Method for Maximizing Damping
DOI：10.1061/(ASCE)ST.1943-541X.0001645
Received：2015-12-15 ; Accepted：2016-07-14 ; Online：2016-09-14
|
- |
2017 |
6.4 |
7.1 |
|
Development of a Macroscopic Global Seismic Damage Model for Lattice Shell Structures
DOI：10.1061/(ASCE)ST.1943-541X.0001668
Received：2015-03-29 ; Accepted：2016-08-01 ; Online：2016-09-14
|
- |
2017 |
15.7 |
16.4 |
|
Responses of Two-Degree-of-Freedom Sliding Base Systems Subjected to Harmonic Ground Motions
DOI：10.1061/(ASCE)ST.1943-541X.0001653
Received：2016-03-14 ; Accepted：2016-07-15 ; Online：2016-09-14
|
- |
2017 |
3.4 |
4.1 |
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