Datasets

subject: datacenterhub type: database

Total is 13 Results
Structural Performance and Corrosion Resistance of Corrosion-Resistant Reinforcing Bars

10.4231/R7PV6HJ4

Chungwook Sim ORCID logo , 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

Reinforced Concrete Columns Reinforced with High-Strength Steel

10.4231/R7N29V4S

Jeffrey Rautenberg , Santiago Pujol ORCID logo

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

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 ORCID logo

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 ORCID logo

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

Minimum amount of High-Strength Steel Reinforcement in Reinforced Concrete Elements

10.4231/R7WH2N5R

Aishwarya Y. Puranam , Santiago Pujol ORCID logo

09/15/2017

This dataset consists of tests on one-way slabs and walls to study the minimum amount of high-strength steel reinforcement in concrete elements that were conducted at Bowen Laboratory for Large-Scale Civil Engineering Research in Purdue University.

bar fracture Civil Engineering datacenterhub high strength steel Longitudinal Reinforcement Ratio LVDT MMFX Optotrak reinforced concrete reinforcements limits slabs walls

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