PATENT CLAIM ANALYSIS

Application Number: 15898879
Application Type: Utility
Filing Date: 2018-02
Publication Date: 2018-11
Patent Classification: ["052", "167300"]

Abstract:
A rigid substructure ( 12 ) tied to a restrained column ( 16 ) at different floors undergoes rigid body rotation due to lateral dynamic loading. Flexural members ( 18 ) that are connected to the substructure ( 12 ) and another anchor column ( 14 ) resist the rigid body rotation and undergo vertical deflections. Damped diagonals ( 20 ) connected to common nodes of the rigid substructure and flexural members, for one embodiment, receive amplified displacements and more effectively dissipate energy. Flexural members restore the structure to the unloaded position. The system does not require moment connections and can work with flexure induced in simply supported beams. The system is highly effective and may remain elastic under maximum considered earthquake ground motions.

Claim (Index 5):
The system according to  claim 1 , wherein the rigid substructure is comprised of steel or concrete members forming a truss that extends one or more floors and can be composed of one or more triangles; and the flexural members are provided as one or more floor beams each with or without a slabs at one or more floor levels.

Metadata:
- Claim Count in Document: 13.0
- Percentile: 88.0
- Lexical Diversity: 1.5
- Patent Class: 52.0
- Transitional Phrase Type: open
- Component Type: 1
- Foreign Priority: False
- Related Applications: ['13392230', '14511521', '13979163', '12611351', '11928622']

Analysis Scores:
- 35 USC 101 Eligibility (BERT): 0.7918602547086013
- 35 USC 102 Novelty (BERT): 0.4833064733200981
- Combined Prediction Score: 0.761004876569751
- Mean Citation Score: 154.54623999999995
- Max Citation Score: 162.84648
- Similarity Product: 105.54221412982464

Labels:
- Claim Label 101: 1
- Claim Label 102: 1
- Claim Label 103: 1
- Claim Label 112: 0
- Combined Label: 1
- Label 101 Adjusted: 1

Dataset: test