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( (株) 久米設(shè)計(jì)第 2 結(jié)構(gòu)設(shè)計(jì)部, 東京 135-8567)

摘要: 從 1995 年兵庫(kù)縣南部地震到 2016 年熊本地震的約 20 年時(shí)間里,巨大地震不斷給日本社會(huì)造成損失. 與此同時(shí),抗震技術(shù)也在進(jìn)步發(fā)展. 但在實(shí)際設(shè)計(jì)中,結(jié)構(gòu)技術(shù)人員受到 1981 年確立的新抗震設(shè)計(jì)方法的束縛,對(duì)于建筑在巨大地震中的狀態(tài)和業(yè)主之間還缺乏溝通. 通過(guò)與業(yè)主對(duì)話,共同設(shè)定建筑目標(biāo)性能,共同營(yíng)造安全安心的建筑,是結(jié)構(gòu)技術(shù)人員應(yīng)該追求的目標(biāo).

關(guān)鍵詞: 性能設(shè)計(jì); 性能選單; 抗震性能等級(jí); 建筑物狀態(tài); 熊本地震; 時(shí)程反應(yīng)分析

中圖分類(lèi)號(hào):TU318+. 4 文獻(xiàn)標(biāo)志碼:A 文章編號(hào):1002-848X(2023)04-0011-04

DOI:10. 19701 / j. jzjg. JSCA2303

Design of a safety building which you can be relieved with order person

Hiroki YODA

(Kume Sekkei, Tokyo 135-8567, Japan)

Abstract: After Hyogo-ken Nanbu Earthquake in 1995, until Kumamoto Earthquake in 2016, Japan has have experiencedHuge-earthquakes during about 20 years which brought big damages. Meanwhile, earthquake-resistant technologies aremaking progress. But the structural engineers are tied to new earthquake-resistant design method in 1981 and could notenough dialogue about building behavior by huge-earthquakes. The structural engineers would like to make safety buildingsthrough dialogues with order person about the building majority and the performances.

Keywords:performance-based design; performance menu; seismic performance level; building condition; Kumamotoearthquake; time history analysis

作者簡(jiǎn)介:依田博基,久米設(shè)計(jì)第 2 結(jié)構(gòu)設(shè)計(jì)部統(tǒng)括部長(zhǎng),主要從事結(jié)構(gòu)設(shè)計(jì)工作.

[引用本文] 依田博基. 與業(yè)主共同營(yíng)造安全安心的建筑:性能設(shè)計(jì)[ J]. 建筑結(jié)構(gòu),2023,53( 4):11-14. HirokiYODA. Design of a safety building which you can be relieved with order person[J]. Building Structure,2023,53(4):11-14.