http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-211523595-U

Outgoing Links

Predicate Object
assignee http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_8c7c582c58ebb902c3111171ec32c641
classificationIPCInventive http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04H9-02
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04C3-20
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04B1-98
filingDate 2019-10-28-04:00^^<http://www.w3.org/2001/XMLSchema#date>
grantDate 2020-09-18-04:00^^<http://www.w3.org/2001/XMLSchema#date>
inventor http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_4a553cd4778ebf757714fa74c0fb25ee
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_c12a10f695c3c45c8326697760b6e4d2
publicationDate 2020-09-18-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber CN-211523595-U
titleOfInvention Viscoelastic coupling beam damper with unidirectional shearing deformation
abstract The application relates to a viscoelastic coupling beam damper with unidirectional shearing deformation, which comprises a viscoelastic damping material, C-shaped steel and a connecting piece. This application links to each other viscoelastic damping material and C shaped steel and adds to even roof beam attenuator, even roof beam attenuator with traditional steel compares, has improved even roof beam attenuator power consumption ability and the fatigue performance under the reciprocal load under little shake and wind vibration to overcome traditional viscoelastic damper and cut rigidity ratio less, can't provide the shortcoming of effective restraint for the shear force wall of even roof beam both sides. The application is suitable for energy dissipation and shock absorption of high-rise and super high-rise buildings.
priorityDate 2019-10-28-04:00^^<http://www.w3.org/2001/XMLSchema#date>
type http://data.epo.org/linked-data/def/patent/Publication

Incoming Links

Predicate Subject
isDiscussedBy http://rdf.ncbi.nlm.nih.gov/pubchem/compound/CID7753
http://rdf.ncbi.nlm.nih.gov/pubchem/substance/SID419514609

Total number of triples: 16.