SEISMIC RESPONSE CONTROL FRAME

PROBLEM TO BE SOLVED: To increase both a strength and a seismic response control performance by preventing excessive stress from occurring at brace joining parts even if two types of braces with different characteristics are incorporated in a seismic response control frame. SOLUTION: The seismic res...

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Bibliographische Detailangaben
Hauptverfasser:	NATSUBORI ISAO, YOKOYAMA SHIGEKAZU, AZUMA YOSHIAKI, UCHIYAMA TAKASHI, SATO MAMORU, TAKADA TOMOKAZU, TANIGAWA SEIJI
Format:	Patent
Sprache:	eng
Schlagworte:	BUILDING BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES CEILINGS FENCING FIXED CONSTRUCTIONS FLOORS GENERAL BUILDING CONSTRUCTIONS INSULATION OR OTHER PROTECTION OF BUILDINGS MASTS ROOFS SWIMMING OR SPLASH BATHS OR POOLS TENTS OR CANOPIES, IN GENERAL WALLS, e.g. PARTITIONS
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Beschreibung
Zusammenfassung:	PROBLEM TO BE SOLVED: To increase both a strength and a seismic response control performance by preventing excessive stress from occurring at brace joining parts even if two types of braces with different characteristics are incorporated in a seismic response control frame. SOLUTION: The seismic response control brace 2 having a viscoelastic damper 5 is disposed on one of the diagonal lines of a framework frame 1, and the buckling arresting brace 3 formed of a steel material brace is disposed on the other. A hole 6 is formed at the center of the seismic response control brace 2 and the buckling arresting brace 3 is inserted into the hole 6 and these braces are crossed each other. The crossed part of these braces are connected to each other by inserting a pin 7 into these both braces. COPYRIGHT: (C)2006,JPO&NCIPI