The seismic response of single-degr

The seismic response of single-degree-of-freedom (SDOF) systems incorporating ag-shaped hysteretic
structural behaviour, with self-centring capability, is investigated numerically. For a SDOF system with
a given initial period and strength level, the ag-shaped hysteretic behaviour is fully dened by a post-
yielding stiness parameter and an energy-dissipation parameter. A comprehensive parametric study
was conducted to determine the in uence of these parameters on SDOF structural response, in terms of
displacement ductility, absolute acceleration and absorbed energy. This parametric study was conducted
using an ensemble of 20 historical earthquake records corresponding to ordinary ground motions having
a probability of exceedence of 10% in 50 years, in California. The responses of the ag-shaped hysteretic
SDOF systems are compared against the responses of similar bilinear elasto-plastic hysteretic SDOF
systems. In this study the elasto-plastic hysteretic SDOF systems are assigned parameters representative
of steel moment resisting frames (MRFs) with post-Northridge welded beam-to-column connections. In
turn, the ag-shaped hysteretic SDOF systems are representative of steel MRFs with newly proposed
post-tensioned energy-dissipating connections. Building structures with initial periods ranging from 0.1
to 2 : 0s and having various strength levels are considered. It is shown that a ag-shaped hysteretic SDOF
system of equal or lesser strength can always be found to match or better the response of an elasto-
plastic hysteretic SDOF system in terms of displacement ductility and without incurring any residual
drift from the seismic event. Copyright ? 2002 John Wiley & Sons, Ltd.

Results (Chinese Traditional) 1:

結合AG型遲滯單學位的自由度（SDOF）系統的地震響應結構行為，具有自定心能力，進行了數值研究。對於單自由度系統給定的初始期和強度水平，AG型遲滯行為是完全去？由定義後產生STI？內斯參數和能量耗散的參數。綜合參數的研究是為了確定這些參數對單自由度結構響應uence的，在計算位移延性，絕對加速度和吸收能量。這種參數研究進行使用對應於具有普通的地面運動20歷史地震記錄了樂團的10％，超出標準的50年的概率，在加利福尼亞州。銀形遲滯的響應單自由度系統來比較相似的雙線性彈塑性單自由度滯後的反應系統。在這項研究中彈塑性滯回單自由度系統被分配參數代表的鋼抗彎框架（回收設施）與後北嶺焊接梁與柱連接。在轉彎時，AG型遲滯單自由度系統代表鋼回收設施的與新提出的後張消能連接。建築結構與初始週期的範圍從0.1到2：0和具有各種強度水平被考慮。它表明一個股份公司形遲滯單自由度相等或較小強度的系統總是可以發現，以匹配或更好的elasto-的響應塑料遲滯單自由度系統的位移延性方面和而不會產生任何殘留來自地震事件漂移。版權？2002 年約翰·威利父子有限公司

Results (Chinese Traditional) 3:

單自由度結構的地震響應（SDOF）Ag型滯後
結構效能的系統，具有自動定心能力，數值研究。一個單自由度系統
給定的初始期和强度級別，AG型滯後的行為是完全?內德的後
屈服STI ?性參數和能量耗散參數。一個全面的參數研究
旨在確定在這些參數對單自由度結構響應的影響，在
位移延性，絕對加速度和能量吸收。此參數的研究進行了
使用的合奏20歷史地震記錄相應的普通的地面運動具有
概率超過10% 50年，在加利福尼亞。Ag的滯回
單自由度系統的響應是對類似雙線性彈塑性滯單自由度系統的反應相比
。在這項研究中的彈塑性滯單自由度系統分配參數代表
鋼框架（MRFs）後北嶺梁柱焊接連接。依次為， AG型滯後單自由度系統是新近提出的
預應力耗能連接鋼mrfs代表。初始階段從0.1
2建築結構被認為是0和具有各種强度等級。結果表明，AG型-單自由度滯變
系統相同或較小的力量總是可以找到匹配的或更好的響應的彈塑
塑性滯單自由度體系的位移延性和不產生任何剩餘
漂移從地震事件。版權？2002約翰威利&子公司