نتایج جستجو برای: driven precast concrete pile

تعداد نتایج: 307554  

2013
Brian J. Smith Yahya C. Kurama

This paper presents an analytical investigation on the peak lateral displacement demands of “hybrid” precast concrete panelized shear wall structures under seismic loading. The hybrid wall structure investigated uses a combination of mild [i.e., Grade 400 (U.S. Grade 60)] steel bars and highstrength unbonded post-tensioning (PT) strands for lateral resistance across horizontal joints. The analy...

Journal: :E3S web of conferences 2021

At present, the stress-strain test of pile body mainly focuses on precast and cast-in-place with reinforcement, this is because pre-assembly components can be carried out in or reinforcement cage before prefabricated formed. When formed, it could embedded together cage. But for plain concrete field research report rare. In view shortcomings existing methods piles, resistance strain gauge inclin...

Journal: :international journal of civil engineering 0
r. vidjeapriya department of civil engineering, college of engineering guindy, anna university, chennai, sardar patel road, guindy, chennai, india v. vasanthalakshmi department of civil engineering, college of engineering guindy, anna university, chennai, sardar patel road, guindy, chennai, india k. p. jaya department of civil engineering, college of engineering guindy, anna university, chennai, sardar patel road, guindy, chennai, india

the present study focuses on the performance of precast concrete beam-column dowel connections subjected to cyclic loading by conducting experiments. in this study, one-third scale model of two types of precast and a monolithic beam-column connection were cast and tested under reverse cyclic loading. the precast connections considered for this study is a beam-column connection where beam is con...

Journal: :نشریه دانشکده فنی 0
دکتر خسرو برگی مهندس حسین خدیو

a parametrik investigation was conducted to study the non-linear behavior of precast and cast-in-place reinforced concrete beam-column connections subjected to tabas seismic forces (1979). the behavior of these types of connections in a four stories structure with respect to strength, ductility , stiffness, and bond deterioration at the joint core are presented and discussed. calculation result...

2014
Mohammed A basher

This paper is focused on using foam concrete as structural element in polymer-concrete composite plate girders. Trial mixes of foam concrete and different proportions of foam agent were considered to obtain the suitable mix that can be used as structural element in composite girders system. Details of the experimental investigations on foam concrete precast slabs and polymer-concrete composite ...

2002
C. M. Eastman G. Lee R. Sacks

We outline a new approach to process modeling in support of development of product data models. It is based on the definition of process models with far greater detail than have been used previously, and on the automated mapping of these models to product model schemas. A new process-modeling tool was developed for this purpose along with applications for structuring and analyzing the data coll...

2008
Robert Park Kevin J. Thompson

D analyses of structures responding elastically to ground motions recorded during severe earthquakes have shown that the theoretical response inertia loads are generally significantly greater than the static design lateral loads recommended by codes. Hence, structures designed for the lateral earthquake loads recommended by codes can only survive severe earthquakes if they have sufficient ducti...

Journal: :Magazine of Concrete Research 2014

2002
Ramesh Marasini Nashwan Dawood

Stockyard is a hob of information that reflects the production, stock and sales of precast concrete products. The stockyard layout plays an important role in storage and retrieval of the products. Stockyard layout planning offers a complex task as large number of products are involved with different handling and storage requirements, and large stock is inevitable due to seasonality of demand. T...

2003
Rafael Sacks Charles M. Eastman Ghang Lee

Buildings are complex products containing relatively large numbers of distinct parts that are collected in multiple assemblies for different design, analysis and production purposes. Modeling buildings in fully parametric 3D CAD systems offers numerous benefits in terms of productivity, the ability to rapidly generate design alternatives at different levels, and elimination of errors that resul...

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