Subject
Creator
- Santiago Pujol, 0000-0002-9888-1867 7
- Aishwarya Y. Puranam 2
- Amit H. Varma, 0000-0001-7153-4681 2
- Chungwook Sim, 0000-0002-4901-9701 2
- Lucas A. Laughery 2
- Prateek Pratap Shah 2
- Aishwarya Puranam 1
- Alana Lund 1
- Ayhan Irfanoglu 1
- Brian Richter 1
Type
Date
subject: structural engineering
Total is 12 Results
Thermal gradients in columns subjected to fire
10.4231/R7NP22DD
06/23/2015
Four axially loaded steel columns were tested under non-uniform heating conditions to experimentally evaluate the thermal gradient effects on the fire resistance (temperature and failure time) of steel columns with pinned ends.
ASTM A992 Civil Engineering columns Experimental Tests Fire steel structures structural engineering thermal bowing
SDOF Analysis of Blast Loaded SC Panels in Two-Way Bending
10.4231/H73K-GE42
Amit H. Varma
,
Joshua Ryan Harmon
10/20/2023
These files contain quick running MATLAB programs which conduct a SDOF analysis of a blast loaded two-way SC panels with fixed or simply-supported edge constraints. The programs can also generate isodamage pressure-impulse diagrams for two-way SC panels.
Blast Civil Engineering Pressure-Impulse Diagram protective design SDOF Analysis Steel plate composite structural engineering
Structural Performance and Corrosion Resistance of Corrosion-Resistant Reinforcing Bars
10.4231/R7PV6HJ4
Chungwook Sim
,
Robert J. Frosch
09/15/2017
The objective of this research program is to evaluate both the structural and corrosion performance of concrete bridge decks reinforced with corrosion-resistant reinforcement.
bridge deck Civil Engineering corrosion-resistant reinforcing bar datacenterhub reinforced concrete stainless steal structural engineering
Effect of Maximum Aggregate Size on the Shear Strength of Geometrically Scaled Reinforced Concrete Beams
10.4231/R7319T25
Derek R. Daluga
,
Santiago Pujol
09/15/2017
Dataset that supplements D.R. Deluga's disertation
aggregate interlock Civil Engineering datacenterhub maximum aggregate size Purdue University reinforced concrete shear strength Size Effect structural engineering
Reinforced Concrete Columns Reinforced with High-Strength Steel
10.4231/R7N29V4S
Jeffrey Rautenberg
,
Santiago Pujol
09/15/2017
In this project, the use high-strength bars (having a yield stress exceeding 80 ksi) as longitudinal reinforcement for columns is reconsidered.
Civil Engineering columns cyclic loads high strength reinforcement datacenterhub high strength steel reinforced concrete structural engineering
An Investigation of the Unit Shear Strength of Geometrically Scaled Reinforced Concrete Beams
10.4231/R7BK19HF
Matthew Murray
,
Santiago Pujol
09/18/2017
This study examines the influence of beam size on the shear capacity of geometrically scaled reinforced concrete beams without web reinforcement.
aggregate interlock Civil Engineering datacenterhub reinforced concrete reinforced concrete large beams scaling effects shear strength Size Effect structural engineering
Performance of Masonry Structures in Nepal
10.4231/R7RV0KVB
Pranjal Pratap Shah , Prateek Pratap Shah , Praveen Pratap Shah
09/18/2017
A survey of 21 masonry structures was carried out in Kirtipur, Nepal from June 6, 2016 to August 10, 2016.
adobe Brick Civil Engineering datacenterhub earthquake engineering masonry Mud Nepal stone masonry structural engineering
Database on Performance of High-Rise Reinforced Concrete Buildings in the 2015 Nepal Earthquake
10.4231/R76T0JSQ
Aishwarya Y. Puranam
,
Prateek Pratap Shah
,
Santiago Pujol
09/18/2017
On April 25, 2015, a magnitude 7.8 earthquake occurred in Nepal. It caused more than 8500 casualties and left over 22000 people injured. Another major earthquake of magnitude 7.3 occurred in Nepal on May 12, 2015.
2015 Nepal earthquake building performance Civil Engineering Damaged Steel Beam Bridge datacenterhub earthquake high-rise buildings Kathmandu Nepal reinforced concrete structural engineering
A New Perspective on the Tensile Strength of Lap Splices in Reinforced Concrete Members
10.4231/R7GB2275
Brian Richter
,
Santiago Pujol
09/18/2017
Three series of tests were conducted on specimens with lap lengths varying from 20 to 85 bar diameters. The results indicate that increasing the length of a lap splice beyond 45 bar diameters was an inefficient way to increase the strength of...
bond bond strength Civil Engineering coupon datacenterhub deformed bar development length lap splice reinforced concrete splice lenght structural concrete structural engineering
Performance of Low-rise Reinforced Concrete Buildings in the 2016 Ecuador Earthquake
10.4231/R7ZC8111
Aishwarya Y. Puranam
,
Chungwook Sim
,
Enrique Villalobos
,
Jhon Paul Smith
,
Lucas A. Laughery
,
Pedro Rojas
,
Santiago Pujol
09/18/2017
The earthquake in Ecuador occurred on April 16, 2016 with a moment magnitude of 7.8. It caused more than 660 casualties and over 27,730 people were injured. The survey was performed from July 10 through July 17, 2016 in the cities of Manta,...
2016 Ecuador earthquake Bahia de Carequez building performance Captive columns Chone Civil Engineering Column area Damaged Steel Beam Bridge datacenterhub disaster reconnaissance earthquake earthquake damage Ecuador low-rise manabi manta masonry infill portoviejo priority index reinforced concrete structural engineering total floor area wall area
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