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首页> 外文会议>International Structural Engineering and Construction Conference(ISEC-03); 20050920-23; Shunan(JP) >Latest development of the seismic reinforced concrete design in Indonesia
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Latest development of the seismic reinforced concrete design in Indonesia

机译：印尼抗震混凝土设计的最新进展

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Latest development of the seismic reinforced concrete design in Indonesia, particularly in the capital City of Jakarta is growing rapidly. The application of flat plates and flat slabs of floor structural system in most of multi-storey of typical apartment, condominium and hotel buildings were exploited. In line with this, there is major changes in most of seismic design provisions of the existing Indonesian Seismic model Code SNI03-1726-1989 through the introduction of the new replacing code SNI 03-1726-2002, Indonesian Concrete Code SNI 03-2847-2002 and the upcoming Indonesian Loading Code SNI 03-..-2002. Unfortunately, the process of learning for these new design provisions are not well supported by available Indonesian building design manuals such as many as in developed countries (ACI318-02 PCA Notes, IBC-2000 handbook and SEAOC seismic design manuals Vol. Ⅰ—Ⅲ). For the Indonesian structural engineers who are not familiar with the historical development changes of these new codes through extensive study from the original resource codes ASCE 07-02, IBC-2003, NEHRP-97 and UBC-97, they will face difficulty in understanding the intention of the important changes and often misinterpreted in the application of this new code. The intention of this paper is focusing briefly on the historical background of the fundamental aspects of changes, several important things which very often unforeseen by the common Indonesian practicing engineers in the design for seismic resistance buildings. To clarify the proper application of the code provisions a simple design illustrations for the determination of applicable seismic-force resisting systems and frame members not proportioned to resist force induced by earthquake motions were briefly reviewed and presented in this paper.
机译：印度尼西亚，特别是首都雅加达，抗震钢筋混凝土设计的最新发展正在迅速发展。研究了地板结构系统中平板和平板在多层典型公寓，公寓和酒店建筑中的应用。与此相符，通过引入新的替代代码SNI 03-1726-2002，印度尼西亚混凝土代码SNI 03-2847-，现有印度尼西亚地震模型代码SNI03-1726-1989的大部分抗震设计规定都发生了重大变化。 2002年和即将推出的印尼装载代码SNI 03 -..- 2002。不幸的是，印度尼西亚等国的现有建筑设计手册并不完全支持学习这些新设计规定的过程（ACI318-02 PCA注释，IBC-2000手册和SEAOC地震设计手册第Ⅰ-Ⅲ卷） 。对于不熟悉这些新规范的历史发展变化的印度尼西亚结构工程师，他们通过对原始资源规范ASCE 07-​​02，IBC-2003，NEHRP-97和UBC-97进行了广泛研究，他们将面临着难以理解的问题。重要更改的意图，并且在应用此新代码时经常被误解。本文的目的是简要介绍变化的基本方面的历史背景，这是印度尼西亚普通执业工程师在抗震建筑设计中往往无法预见的一些重要事项。为了阐明规范的正确应用，本文简要回顾并介绍了一个简单的设计插图，用于确定适用的抗地震力系统和与地震运动引起的抗力不成比例的框架构件。

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