A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
EARTHQUAKE RESISTANT STRUCTURE AND EARTHQUAKE REINFORCEMENT METHOD
PROBLEM TO BE SOLVED: To provide an earthquake resistant structure durable to a large load, and an earthquake reinforcement method.SOLUTION: A first high strength member has a strength higher than those of a first column and a first beam. A second high strength member is arranged between a second connection member and a second column. The second high strength member has a strength higher than those of the second column and the first beam. A third high strength member is arranged between a third connection member and the first column. The third high strength member has a strength higher than those of the first column and the second beam. A fourth high strength member is arranged between a fourth connection member and the second column. The fourth high strength member has a strength higher than those of the second column and the second beam.SELECTED DRAWING: Figure 2
【課題】大きな荷重にも耐え得る耐震構造物及び耐震補強方法を提供する。【解決手段】第１の高強度部材は、第１の柱及び第１の梁よりも高強度である。第２の高強度部材は、第２の接続部材と第２の柱との間に配されている。第２の高強度部材は、第２の柱及び第１の梁よりも高強度である。第３の高強度部材は、第３の接続部材と第１の柱との間に配されている。第３の高強度部材は、第１の柱及び第２の梁よりも高強度である。第４の高強度部材は、第４の接続部材と第２の柱との間に配されている。第４の高強度部材は、第２の柱及び第２の梁よりも高強度である。【選択図】図２
EARTHQUAKE RESISTANT STRUCTURE AND EARTHQUAKE REINFORCEMENT METHOD
PROBLEM TO BE SOLVED: To provide an earthquake resistant structure durable to a large load, and an earthquake reinforcement method.SOLUTION: A first high strength member has a strength higher than those of a first column and a first beam. A second high strength member is arranged between a second connection member and a second column. The second high strength member has a strength higher than those of the second column and the first beam. A third high strength member is arranged between a third connection member and the first column. The third high strength member has a strength higher than those of the first column and the second beam. A fourth high strength member is arranged between a fourth connection member and the second column. The fourth high strength member has a strength higher than those of the second column and the second beam.SELECTED DRAWING: Figure 2
【課題】大きな荷重にも耐え得る耐震構造物及び耐震補強方法を提供する。【解決手段】第１の高強度部材は、第１の柱及び第１の梁よりも高強度である。第２の高強度部材は、第２の接続部材と第２の柱との間に配されている。第２の高強度部材は、第２の柱及び第１の梁よりも高強度である。第３の高強度部材は、第３の接続部材と第１の柱との間に配されている。第３の高強度部材は、第１の柱及び第２の梁よりも高強度である。第４の高強度部材は、第４の接続部材と第２の柱との間に配されている。第４の高強度部材は、第２の柱及び第２の梁よりも高強度である。【選択図】図２
EARTHQUAKE RESISTANT STRUCTURE AND EARTHQUAKE REINFORCEMENT METHOD
耐震構造物及び耐震補強方法
OZAKI JUNJI (author) / HIROTSU KAZUO (author)
2018-06-21
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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