|
General Approach for Topology-Finding of Tensegrity Structures
DOI：10.1061/(ASCE)ST.1943-541X.0001532
Received：2015-06-24 ; Accepted：2016-02-02 ; Online：2016-04-13
|
- |
2016 |
6.7 |
7.4 |
|
Systematic Calibration of Model Parameters Based on Large-Scale Experiments on Hybrid Masonry Walls
DOI：10.1061/(ASCE)ST.1943-541X.0001516
Received：2015-06-19 ; Accepted：2016-01-19 ; Online：2016-04-13
|
- |
2016 |
6.4 |
7.1 |
|
Fragility Analysis of Base-Isolated Liquid Storage Tanks under Random Sinusoidal Base Excitation Using Generalized Polynomial Chaos Expansion–Based Simulation
DOI：10.1061/(ASCE)ST.1943-541X.0001518
Received：2014-09-19 ; Accepted：2016-01-19 ; Online：2016-04-13
|
- |
2016 |
15.5 |
16.2 |
|
Experimental Studies of Lipped Channel Beams Subject to Web Crippling under Two-Flange Load Cases
DOI：10.1061/(ASCE)ST.1943-541X.0001523
Received：2015-07-14 ; Accepted：2016-02-01 ; Online：2016-04-11
|
- |
2016 |
6 |
6.7 |
|
Experimental Behavior of Concrete-Filled Steel Tube Columns Using Ultrahigh-Strength Steel
DOI：10.1061/(ASCE)ST.1943-541X.0001513
Received：2015-04-30 ; Accepted：2016-01-11 ; Online：2016-04-08
|
- |
2016 |
7.8 |
8.5 |
|
Performance of Steel-Reinforced Concrete Column after Exposure to Fire: FEA Model and Experiments
DOI：10.1061/(ASCE)ST.1943-541X.0001511
Received：2014-09-23 ; Accepted：2016-01-11 ; Online：2016-04-06
|
- |
2016 |
15.1 |
15.8 |
|
Hysteretic Model for Shear-Critical Reinforced Concrete Columns
DOI：10.1061/(ASCE)ST.1943-541X.0001519
Received：2015-01-31 ; Accepted：2016-01-24 ; Online：2016-04-06
|
- |
2016 |
11.2 |
11.9 |
|
Influence of the Type of Fiber on the Structural Response and Design of FRC Slabs
DOI：10.1061/(ASCE)ST.1943-541X.0001515
Received：2015-06-10 ; Accepted：2016-01-12 ; Online：2016-04-01
|
- |
2016 |
6.5 |
7.2 |
|
Computationally Efficient Vector-Valued Seismic Risk Analysis of Engineering Structures
DOI：10.1061/(ASCE)ST.1943-541X.0001504
Received：2015-03-13 ; Accepted：2016-01-04 ; Online：2016-04-01
|
- |
2016 |
9.2 |
9.9 |
|
Experimental Evaluation of the Seismic Vulnerability of Braces and Connections in Older Concentrically Braced Frames
DOI：10.1061/(ASCE)ST.1943-541X.0001507
Received：2015-09-16 ; Accepted：2016-01-04 ; Online：2016-03-29
|
- |
2016 |
3 |
3.7 |
pg2020365